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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,1),\"\")","v":"AISC (American Institute of Steel Construction) "},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,2),\"\")","v":"ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK13,7),\"\")","v":"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK13,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B6)),V13,\"\")","v":4},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W13)),\"\")","v":4},{"$f":"ROWS($V$10:Y13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D6)),Y13,\"\")","v":4},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA13)),\"\")","v":4},{"$f":"ROWS($V$10:AB13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E6)),AB13,\"\")","v":4},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD13)),\"\")","v":4},{"$f":"ROWS($V$10:AE13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F6)),AE13,\"\")","v":4},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG13)),\"\")","v":4},{"$f":"ROWS($V$10:AH13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G6)),AH13,\"\")","v":4},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ13)),\"\")","v":4},{"$f":"IF($AK$4=1,X13,IF($AK$4=2,AA13,IF($AK$4=3,AD13,IF($AK$4=4,AG13,IF($AK$4=5,AJ13,ROWS($AK$10:AK13))))))","v":4},null,{"$f":"IF(LEN(B13)>0,ROWS($AM$10:AM13),0)","v":4}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,1),\"\")","v":"ANSI"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,2),\"\")","v":"Quality Information Framework (QIF) Standard; 2019: QIF 3.0"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,4),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,5),\"\")","v":"Data Exchange"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK14,7),\"\")","v":"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK14,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B7)),V14,\"\")","v":5},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W14)),\"\")","v":5},{"$f":"ROWS($V$10:Y14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D7)),Y14,\"\")","v":5},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA14)),\"\")","v":5},{"$f":"ROWS($V$10:AB14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E7)),AB14,\"\")","v":5},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD14)),\"\")","v":5},{"$f":"ROWS($V$10:AE14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F7)),AE14,\"\")","v":5},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG14)),\"\")","v":5},{"$f":"ROWS($V$10:AH14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G7)),AH14,\"\")","v":5},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ14)),\"\")","v":5},{"$f":"IF($AK$4=1,X14,IF($AK$4=2,AA14,IF($AK$4=3,AD14,IF($AK$4=4,AG14,IF($AK$4=5,AJ14,ROWS($AK$10:AK14))))))","v":5},null,{"$f":"IF(LEN(B14)>0,ROWS($AM$10:AM14),0)","v":5}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,1),\"\")","v":"API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,2),\"\")","v":"API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,6),\"\")","v":"Oil & Gas\nPressure Industries"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK15,7),\"\")","v":"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK15,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B8)),V15,\"\")","v":6},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W15)),\"\")","v":6},{"$f":"ROWS($V$10:Y15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D8)),Y15,\"\")","v":6},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA15)),\"\")","v":6},{"$f":"ROWS($V$10:AB15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E8)),AB15,\"\")","v":6},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD15)),\"\")","v":6},{"$f":"ROWS($V$10:AE15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F8)),AE15,\"\")","v":6},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG15)),\"\")","v":6},{"$f":"ROWS($V$10:AH15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G8)),AH15,\"\")","v":6},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ15)),\"\")","v":6},{"$f":"IF($AK$4=1,X15,IF($AK$4=2,AA15,IF($AK$4=3,AD15,IF($AK$4=4,AG15,IF($AK$4=5,AJ15,ROWS($AK$10:AK15))))))","v":6},null,{"$f":"IF(LEN(B15)>0,ROWS($AM$10:AM15),0)","v":6}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,1),\"\")","v":"ASME"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,2),\"\")","v":"ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,5),\"\")","v":"V&V\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK16,7),\"\")","v":"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK16,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B9)),V16,\"\")","v":7},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W16)),\"\")","v":7},{"$f":"ROWS($V$10:Y16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D9)),Y16,\"\")","v":7},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA16)),\"\")","v":7},{"$f":"ROWS($V$10:AB16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E9)),AB16,\"\")","v":7},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD16)),\"\")","v":7},{"$f":"ROWS($V$10:AE16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F9)),AE16,\"\")","v":7},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG16)),\"\")","v":7},{"$f":"ROWS($V$10:AH16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G9)),AH16,\"\")","v":7},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ16)),\"\")","v":7},{"$f":"IF($AK$4=1,X16,IF($AK$4=2,AA16,IF($AK$4=3,AD16,IF($AK$4=4,AG16,IF($AK$4=5,AJ16,ROWS($AK$10:AK16))))))","v":7},null,{"$f":"IF(LEN(B16)>0,ROWS($AM$10:AM16),0)","v":7}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,1),\"\")","v":"ASME"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,2),\"\")","v":"V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,3),\"\")","v":"In Development"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,6),\"\")","v":"Biomedical"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK23,7),\"\")","v":"The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK23,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V23)","v":14},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B16)),V23,\"\")","v":14},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W23)),\"\")","v":14},{"$f":"ROWS($V$10:Y23)","v":14},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D16)),Y23,\"\")","v":14},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA23)),\"\")","v":14},{"$f":"ROWS($V$10:AB23)","v":14},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E16)),AB23,\"\")","v":14},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD23)),\"\")","v":14},{"$f":"ROWS($V$10:AE23)","v":14},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F16)),AE23,\"\")","v":14},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG23)),\"\")","v":14},{"$f":"ROWS($V$10:AH23)","v":14},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G16)),AH23,\"\")","v":14},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ23)),\"\")","v":14},{"$f":"IF($AK$4=1,X23,IF($AK$4=2,AA23,IF($AK$4=3,AD23,IF($AK$4=4,AG23,IF($AK$4=5,AJ23,ROWS($AK$10:AK23))))))","v":14},null,{"$f":"IF(LEN(B23)>0,ROWS($AM$10:AM23),0)","v":14}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,1),\"\")","v":"ASME"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,2),\"\")","v":"V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,5),\"\")","v":"V&V\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK24,7),\"\")","v":"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10)."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK24,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V24)","v":15},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B17)),V24,\"\")","v":15},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W24)),\"\")","v":15},{"$f":"ROWS($V$10:Y24)","v":15},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D17)),Y24,\"\")","v":15},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA24)),\"\")","v":15},{"$f":"ROWS($V$10:AB24)","v":15},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E17)),AB24,\"\")","v":15},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD24)),\"\")","v":15},{"$f":"ROWS($V$10:AE24)","v":15},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F17)),AE24,\"\")","v":15},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG24)),\"\")","v":15},{"$f":"ROWS($V$10:AH24)","v":15},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G17)),AH24,\"\")","v":15},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ24)),\"\")","v":15},{"$f":"IF($AK$4=1,X24,IF($AK$4=2,AA24,IF($AK$4=3,AD24,IF($AK$4=4,AG24,IF($AK$4=5,AJ24,ROWS($AK$10:AK24))))))","v":15},null,{"$f":"IF(LEN(B24)>0,ROWS($AM$10:AM24),0)","v":15}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,2),\"\")","v":"ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,6),\"\")","v":"Biomedical"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK25,7),\"\")","v":"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK25,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V25)","v":16},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B18)),V25,\"\")","v":16},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W25)),\"\")","v":16},{"$f":"ROWS($V$10:Y25)","v":16},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D18)),Y25,\"\")","v":16},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA25)),\"\")","v":16},{"$f":"ROWS($V$10:AB25)","v":16},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E18)),AB25,\"\")","v":16},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD25)),\"\")","v":16},{"$f":"ROWS($V$10:AE25)","v":16},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F18)),AE25,\"\")","v":16},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG25)),\"\")","v":16},{"$f":"ROWS($V$10:AH25)","v":16},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G18)),AH25,\"\")","v":16},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ25)),\"\")","v":16},{"$f":"IF($AK$4=1,X25,IF($AK$4=2,AA25,IF($AK$4=3,AD25,IF($AK$4=4,AG25,IF($AK$4=5,AJ25,ROWS($AK$10:AK25))))))","v":16},null,{"$f":"IF(LEN(B25)>0,ROWS($AM$10:AM25),0)","v":16}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,2),\"\")","v":"ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,6),\"\")","v":"Biomedical"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK26,7),\"\")","v":"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK26,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V26)","v":17},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B19)),V26,\"\")","v":17},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W26)),\"\")","v":17},{"$f":"ROWS($V$10:Y26)","v":17},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D19)),Y26,\"\")","v":17},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA26)),\"\")","v":17},{"$f":"ROWS($V$10:AB26)","v":17},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E19)),AB26,\"\")","v":17},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD26)),\"\")","v":17},{"$f":"ROWS($V$10:AE26)","v":17},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F19)),AE26,\"\")","v":17},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG26)),\"\")","v":17},{"$f":"ROWS($V$10:AH26)","v":17},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G19)),AH26,\"\")","v":17},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ26)),\"\")","v":17},{"$f":"IF($AK$4=1,X26,IF($AK$4=2,AA26,IF($AK$4=3,AD26,IF($AK$4=4,AG26,IF($AK$4=5,AJ26,ROWS($AK$10:AK26))))))","v":17},null,{"$f":"IF(LEN(B26)>0,ROWS($AM$10:AM26),0)","v":17}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,2),\"\")","v":"ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,6),\"\")","v":"Biomedical"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK27,7),\"\")","v":"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK27,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V27)","v":18},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B20)),V27,\"\")","v":18},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W27)),\"\")","v":18},{"$f":"ROWS($V$10:Y27)","v":18},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D20)),Y27,\"\")","v":18},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA27)),\"\")","v":18},{"$f":"ROWS($V$10:AB27)","v":18},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E20)),AB27,\"\")","v":18},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD27)),\"\")","v":18},{"$f":"ROWS($V$10:AE27)","v":18},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F20)),AE27,\"\")","v":18},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG27)),\"\")","v":18},{"$f":"ROWS($V$10:AH27)","v":18},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G20)),AH27,\"\")","v":18},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ27)),\"\")","v":18},{"$f":"IF($AK$4=1,X27,IF($AK$4=2,AA27,IF($AK$4=3,AD27,IF($AK$4=4,AG27,IF($AK$4=5,AJ27,ROWS($AK$10:AK27))))))","v":18},null,{"$f":"IF(LEN(B27)>0,ROWS($AM$10:AM27),0)","v":18}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,2),\"\")","v":"ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,5),\"\")","v":"Radiation"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,6),\"\")","v":"Biomedical\nNuclear"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK28,7),\"\")","v":"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK28,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V28)","v":19},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B21)),V28,\"\")","v":19},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W28)),\"\")","v":19},{"$f":"ROWS($V$10:Y28)","v":19},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D21)),Y28,\"\")","v":19},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA28)),\"\")","v":19},{"$f":"ROWS($V$10:AB28)","v":19},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E21)),AB28,\"\")","v":19},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD28)),\"\")","v":19},{"$f":"ROWS($V$10:AE28)","v":19},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F21)),AE28,\"\")","v":19},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG28)),\"\")","v":19},{"$f":"ROWS($V$10:AH28)","v":19},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G21)),AH28,\"\")","v":19},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ28)),\"\")","v":19},{"$f":"IF($AK$4=1,X28,IF($AK$4=2,AA28,IF($AK$4=3,AD28,IF($AK$4=4,AG28,IF($AK$4=5,AJ28,ROWS($AK$10:AK28))))))","v":19},null,{"$f":"IF(LEN(B28)>0,ROWS($AM$10:AM28),0)","v":19}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,2),\"\")","v":"ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,5),\"\")","v":"Material Characterisation\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK29,7),\"\")","v":"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK29,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V29)","v":20},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B22)),V29,\"\")","v":20},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W29)),\"\")","v":20},{"$f":"ROWS($V$10:Y29)","v":20},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D22)),Y29,\"\")","v":20},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA29)),\"\")","v":20},{"$f":"ROWS($V$10:AB29)","v":20},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E22)),AB29,\"\")","v":20},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD29)),\"\")","v":20},{"$f":"ROWS($V$10:AE29)","v":20},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F22)),AE29,\"\")","v":20},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG29)),\"\")","v":20},{"$f":"ROWS($V$10:AH29)","v":20},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G22)),AH29,\"\")","v":20},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ29)),\"\")","v":20},{"$f":"IF($AK$4=1,X29,IF($AK$4=2,AA29,IF($AK$4=3,AD29,IF($AK$4=4,AG29,IF($AK$4=5,AJ29,ROWS($AK$10:AK29))))))","v":20},null,{"$f":"IF(LEN(B29)>0,ROWS($AM$10:AM29),0)","v":20}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,1),\"\")","v":"ASTM"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,2),\"\")","v":"ASTM E2898 - 14: Standard Guide for Risk-Based Validation of Analytical Methods for PAT Applications"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,6),\"\")","v":"Biomedical"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK30,7),\"\")","v":"This guide provides an overview to the risk-based validation of process analytical methods under a process analytical technology (PAT) paradigm for pharmaceuticals and biopharmaceuticals and as such includes guidance on assessing risk to product quality from inappropriate method validation. It builds on existing standards on the topic of validation concentrating on applying such standards to analytical methods for on-line analysis. In particular, it addresses the validation of at-line, on-line, or in-line PAT measurements and covers both API and Drug Product (DP) measurements. As consistent with the U.S. Food and Drug Administration (FDA) process validation guidance, this document also briefly covers ongoing assurance that the method remains in a validated state during routine use."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK30,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V30)","v":21},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B23)),V30,\"\")","v":21},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W30)),\"\")","v":21},{"$f":"ROWS($V$10:Y30)","v":21},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D23)),Y30,\"\")","v":21},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA30)),\"\")","v":21},{"$f":"ROWS($V$10:AB30)","v":21},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E23)),AB30,\"\")","v":21},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD30)),\"\")","v":21},{"$f":"ROWS($V$10:AE30)","v":21},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F23)),AE30,\"\")","v":21},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG30)),\"\")","v":21},{"$f":"ROWS($V$10:AH30)","v":21},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G23)),AH30,\"\")","v":21},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ30)),\"\")","v":21},{"$f":"IF($AK$4=1,X30,IF($AK$4=2,AA30,IF($AK$4=3,AD30,IF($AK$4=4,AG30,IF($AK$4=5,AJ30,ROWS($AK$10:AK30))))))","v":21},null,{"$f":"IF(LEN(B30)>0,ROWS($AM$10:AM30),0)","v":21}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,1),\"\")","v":"AWS (American Welding Society)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,2),\"\")","v":"AWS A9.5; 2013: Guide for Verification and Validation in Computation Weld Mechanics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,5),\"\")","v":"Structural Integrity\nCFD\nHeat Transfer\nResidual Stress \nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,6),\"\")","v":"Manufacturing"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK31,7),\"\")","v":"This guide introduces computational weld mechanics methodology through an overview of the current technology. It presents current practices for heat transfer, microstructure, residual stress, and distortion calculations. It also provides guidelines for assessing the capability and accuracy of computational weld mechanics (CWM) models.  In addition, a framework for developing verification and validation (V&V) procedures for these models is presented through an example related to the prediction of thermo-mechanical conditions. This document establishes the foundation for future V&V operations to allow for other emerging computational weld mechanics tools.\n"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK31,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V31)","v":22},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B24)),V31,\"\")","v":22},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W31)),\"\")","v":22},{"$f":"ROWS($V$10:Y31)","v":22},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D24)),Y31,\"\")","v":22},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA31)),\"\")","v":22},{"$f":"ROWS($V$10:AB31)","v":22},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E24)),AB31,\"\")","v":22},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD31)),\"\")","v":22},{"$f":"ROWS($V$10:AE31)","v":22},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F24)),AE31,\"\")","v":22},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG31)),\"\")","v":22},{"$f":"ROWS($V$10:AH31)","v":22},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G24)),AH31,\"\")","v":22},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ31)),\"\")","v":22},{"$f":"IF($AK$4=1,X31,IF($AK$4=2,AA31,IF($AK$4=3,AD31,IF($AK$4=4,AG31,IF($AK$4=5,AJ31,ROWS($AK$10:AK31))))))","v":22},null,{"$f":"IF(LEN(B31)>0,ROWS($AM$10:AM31),0)","v":22}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,1),\"\")","v":"BSI (British Standards Institution)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,2),\"\")","v":"BS 7910:2013+A1; 2015: Guide to methods for assessing the acceptability of flaws in metallic structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,5),\"\")","v":"Fracture & Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,6),\"\")","v":"Power\nPressure Systems\nOil and Gas"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK32,7),\"\")","v":"This standard provides a guide to methods using fracture mechanics principles for assessing the acceptability of flaws in metallic structures (weld defects in particular). The technique is also referred to as an engineering critical assessment (ECA) or damage tolerance, and is complementary to other methods of weld quality assurance.  The methods are also applicable to flaws such as fabrication cracks, fatigue cracks, creep cracks and corrosion damage that can arise during the manufacture and use of metallic components."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK32,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V32)","v":23},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B25)),V32,\"\")","v":23},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W32)),\"\")","v":23},{"$f":"ROWS($V$10:Y32)","v":23},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D25)),Y32,\"\")","v":23},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA32)),\"\")","v":23},{"$f":"ROWS($V$10:AB32)","v":23},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E25)),AB32,\"\")","v":23},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD32)),\"\")","v":23},{"$f":"ROWS($V$10:AE32)","v":23},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F25)),AE32,\"\")","v":23},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG32)),\"\")","v":23},{"$f":"ROWS($V$10:AH32)","v":23},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G25)),AH32,\"\")","v":23},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ32)),\"\")","v":23},{"$f":"IF($AK$4=1,X32,IF($AK$4=2,AA32,IF($AK$4=3,AD32,IF($AK$4=4,AG32,IF($AK$4=5,AJ32,ROWS($AK$10:AK32))))))","v":23},null,{"$f":"IF(LEN(B32)>0,ROWS($AM$10:AM32),0)","v":23}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,1),\"\")","v":"CEN"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,2),\"\")","v":"BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,5),\"\")","v":"Dynamics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,6),\"\")","v":"Rail"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK33,7),\"\")","v":"This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK33,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V33)","v":24},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B26)),V33,\"\")","v":24},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W33)),\"\")","v":24},{"$f":"ROWS($V$10:Y33)","v":24},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D26)),Y33,\"\")","v":24},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA33)),\"\")","v":24},{"$f":"ROWS($V$10:AB33)","v":24},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E26)),AB33,\"\")","v":24},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD33)),\"\")","v":24},{"$f":"ROWS($V$10:AE33)","v":24},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F26)),AE33,\"\")","v":24},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG33)),\"\")","v":24},{"$f":"ROWS($V$10:AH33)","v":24},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G26)),AH33,\"\")","v":24},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ33)),\"\")","v":24},{"$f":"IF($AK$4=1,X33,IF($AK$4=2,AA33,IF($AK$4=3,AD33,IF($AK$4=4,AG33,IF($AK$4=5,AJ33,ROWS($AK$10:AK33))))))","v":24},null,{"$f":"IF(LEN(B33)>0,ROWS($AM$10:AM33),0)","v":24}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,1),\"\")","v":"CEN/TC 256"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,2),\"\")","v":"EN 12663 Railway applications - Structural requirements of railway vehicle bodies"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,5),\"\")","v":"Structural Analysis"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,6),\"\")","v":"Rail"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK34,7),\"\")","v":"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK34,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V34)","v":25},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B27)),V34,\"\")","v":25},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W34)),\"\")","v":25},{"$f":"ROWS($V$10:Y34)","v":25},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D27)),Y34,\"\")","v":25},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA34)),\"\")","v":25},{"$f":"ROWS($V$10:AB34)","v":25},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E27)),AB34,\"\")","v":25},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD34)),\"\")","v":25},{"$f":"ROWS($V$10:AE34)","v":25},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F27)),AE34,\"\")","v":25},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG34)),\"\")","v":25},{"$f":"ROWS($V$10:AH34)","v":25},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G27)),AH34,\"\")","v":25},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ34)),\"\")","v":25},{"$f":"IF($AK$4=1,X34,IF($AK$4=2,AA34,IF($AK$4=3,AD34,IF($AK$4=4,AG34,IF($AK$4=5,AJ34,ROWS($AK$10:AK34))))))","v":25},null,{"$f":"IF(LEN(B34)>0,ROWS($AM$10:AM34),0)","v":25}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,1),\"\")","v":"CFR (Code of Federal Regulations)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,2),\"\")","v":"Title 14 (Aeronautics and Space)-Structural Analysis"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,5),\"\")","v":"Certification"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,6),\"\")","v":"Aerospace"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK35,7),\"\")","v":"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK35,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V35)","v":26},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B28)),V35,\"\")","v":26},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W35)),\"\")","v":26},{"$f":"ROWS($V$10:Y35)","v":26},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D28)),Y35,\"\")","v":26},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA35)),\"\")","v":26},{"$f":"ROWS($V$10:AB35)","v":26},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E28)),AB35,\"\")","v":26},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD35)),\"\")","v":26},{"$f":"ROWS($V$10:AE35)","v":26},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F28)),AE35,\"\")","v":26},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG35)),\"\")","v":26},{"$f":"ROWS($V$10:AH35)","v":26},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G28)),AH35,\"\")","v":26},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ35)),\"\")","v":26},{"$f":"IF($AK$4=1,X35,IF($AK$4=2,AA35,IF($AK$4=3,AD35,IF($AK$4=4,AG35,IF($AK$4=5,AJ35,ROWS($AK$10:AK35))))))","v":26},null,{"$f":"IF(LEN(B35)>0,ROWS($AM$10:AM35),0)","v":26}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,1),\"\")","v":"CFR (Code of Federal Regulations)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,2),\"\")","v":"Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,5),\"\")","v":"Certification"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,6),\"\")","v":"Automotive"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK36,7),\"\")","v":"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK36,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V36)","v":27},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B29)),V36,\"\")","v":27},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W36)),\"\")","v":27},{"$f":"ROWS($V$10:Y36)","v":27},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D29)),Y36,\"\")","v":27},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA36)),\"\")","v":27},{"$f":"ROWS($V$10:AB36)","v":27},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E29)),AB36,\"\")","v":27},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD36)),\"\")","v":27},{"$f":"ROWS($V$10:AE36)","v":27},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F29)),AE36,\"\")","v":27},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG36)),\"\")","v":27},{"$f":"ROWS($V$10:AH36)","v":27},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G29)),AH36,\"\")","v":27},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ36)),\"\")","v":27},{"$f":"IF($AK$4=1,X36,IF($AK$4=2,AA36,IF($AK$4=3,AD36,IF($AK$4=4,AG36,IF($AK$4=5,AJ36,ROWS($AK$10:AK36))))))","v":27},null,{"$f":"IF(LEN(B36)>0,ROWS($AM$10:AM36),0)","v":27}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,1),\"\")","v":"CFR (Code of Federal Regulations)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,2),\"\")","v":"Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,5),\"\")","v":"Certification"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,6),\"\")","v":"Aerospace"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK37,7),\"\")","v":"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,16),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK37,17),\"Link\"),\"\")","v":"Link"},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V37)","v":28},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B30)),V37,\"\")","v":28},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W37)),\"\")","v":28},{"$f":"ROWS($V$10:Y37)","v":28},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D30)),Y37,\"\")","v":28},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA37)),\"\")","v":28},{"$f":"ROWS($V$10:AB37)","v":28},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E30)),AB37,\"\")","v":28},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD37)),\"\")","v":28},{"$f":"ROWS($V$10:AE37)","v":28},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F30)),AE37,\"\")","v":28},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG37)),\"\")","v":28},{"$f":"ROWS($V$10:AH37)","v":28},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G30)),AH37,\"\")","v":28},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ37)),\"\")","v":28},{"$f":"IF($AK$4=1,X37,IF($AK$4=2,AA37,IF($AK$4=3,AD37,IF($AK$4=4,AG37,IF($AK$4=5,AJ37,ROWS($AK$10:AK37))))))","v":28},null,{"$f":"IF(LEN(B37)>0,ROWS($AM$10:AM37),0)","v":28}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,1),\"\")","v":"CIBSE (The Chartered Institution of Building Services Engineers)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,2),\"\")","v":"AM11 Building Performance Modelling; 2015"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,4),\"\")","v":"Simulation Guidance"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,5),\"\")","v":"CFD"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK38,7),\"\")","v":"This Building Performance Modelling (BPM) guide has taken into consideration many of the real issues of simulating buildings and their systems whilst still focusing on compliance with building regulations and quality assurance issues. BPM covers the general concepts of energy and environmental modelling and in particular focuses on: quality assurance procedures, compliance with UK and some international building energy efficiency codes, thermal environment and energy, ventilation, lighting and plant modelling. This best practice document provides guidance on CFD and how it is best used in the content of Building Performance Modelling.\n\nThe quality assurance aspects of this document are applicable to most industries. "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK38,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V38)","v":29},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B31)),V38,\"\")","v":29},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W38)),\"\")","v":29},{"$f":"ROWS($V$10:Y38)","v":29},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D31)),Y38,\"\")","v":29},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA38)),\"\")","v":29},{"$f":"ROWS($V$10:AB38)","v":29},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E31)),AB38,\"\")","v":29},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD38)),\"\")","v":29},{"$f":"ROWS($V$10:AE38)","v":29},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F31)),AE38,\"\")","v":29},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG38)),\"\")","v":29},{"$f":"ROWS($V$10:AH38)","v":29},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G31)),AH38,\"\")","v":29},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ38)),\"\")","v":29},{"$f":"IF($AK$4=1,X38,IF($AK$4=2,AA38,IF($AK$4=3,AD38,IF($AK$4=4,AG38,IF($AK$4=5,AJ38,ROWS($AK$10:AK38))))))","v":29},null,{"$f":"IF(LEN(B38)>0,ROWS($AM$10:AM38),0)","v":29}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,1),\"\")","v":"DNV"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,2),\"\")","v":"DNVGL-RP-C208 Determination of structural capacity by non-linear finite element analysis methods"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,3),\"\")","v":"Released"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,6),\"\")","v":"Defence\nMarine\nOil & Gas"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK39,7),\"\")","v":"This document is intended to give guidance on how to establish structural resistance by use of non-linear finite element (FE) methods. It deals with determining the characteristic resistance of a structure or part of a structure in a way that fulfils the requirements to ultimate strength in DNV GL standards. Non-linear effects that may be included in the analyses are material and geometrical non-linearity, contact problems, etc."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK39,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V39)","v":30},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B32)),V39,\"\")","v":30},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W39)),\"\")","v":30},{"$f":"ROWS($V$10:Y39)","v":30},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D32)),Y39,\"\")","v":30},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA39)),\"\")","v":30},{"$f":"ROWS($V$10:AB39)","v":30},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E32)),AB39,\"\")","v":30},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD39)),\"\")","v":30},{"$f":"ROWS($V$10:AE39)","v":30},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F32)),AE39,\"\")","v":30},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG39)),\"\")","v":30},{"$f":"ROWS($V$10:AH39)","v":30},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G32)),AH39,\"\")","v":30},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ39)),\"\")","v":30},{"$f":"IF($AK$4=1,X39,IF($AK$4=2,AA39,IF($AK$4=3,AD39,IF($AK$4=4,AG39,IF($AK$4=5,AJ39,ROWS($AK$10:AK39))))))","v":30},null,{"$f":"IF(LEN(B39)>0,ROWS($AM$10:AM39),0)","v":30}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,2),\"\")","v":"DNV-DS-J102 Standard: Design and Manufacture of Wind Turbine Blades, Offshore and Onshore Wind Turbines"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,6),\"\")","v":"Wind"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK40,7),\"\")","v":"This standard establishes templates for the four core products of the Modeling and Simulation Verification, Validation, and Accreditation processes.  It provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK40,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V40)","v":31},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B33)),V40,\"\")","v":31},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W40)),\"\")","v":31},{"$f":"ROWS($V$10:Y40)","v":31},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D33)),Y40,\"\")","v":31},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA40)),\"\")","v":31},{"$f":"ROWS($V$10:AB40)","v":31},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E33)),AB40,\"\")","v":31},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD40)),\"\")","v":31},{"$f":"ROWS($V$10:AE40)","v":31},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F33)),AE40,\"\")","v":31},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG40)),\"\")","v":31},{"$f":"ROWS($V$10:AH40)","v":31},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G33)),AH40,\"\")","v":31},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ40)),\"\")","v":31},{"$f":"IF($AK$4=1,X40,IF($AK$4=2,AA40,IF($AK$4=3,AD40,IF($AK$4=4,AG40,IF($AK$4=5,AJ40,ROWS($AK$10:AK40))))))","v":31},null,{"$f":"IF(LEN(B40)>0,ROWS($AM$10:AM40),0)","v":31}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,2),\"\")","v":"DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,5),\"\")","v":"Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,6),\"\")","v":"Offshore\nOil & Gas\nWind"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK41,7),\"\")","v":"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK41,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V41)","v":32},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B34)),V41,\"\")","v":32},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W41)),\"\")","v":32},{"$f":"ROWS($V$10:Y41)","v":32},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D34)),Y41,\"\")","v":32},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA41)),\"\")","v":32},{"$f":"ROWS($V$10:AB41)","v":32},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E34)),AB41,\"\")","v":32},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD41)),\"\")","v":32},{"$f":"ROWS($V$10:AE41)","v":32},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F34)),AE41,\"\")","v":32},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG41)),\"\")","v":32},{"$f":"ROWS($V$10:AH41)","v":32},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G34)),AH41,\"\")","v":32},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ41)),\"\")","v":32},{"$f":"IF($AK$4=1,X41,IF($AK$4=2,AA41,IF($AK$4=3,AD41,IF($AK$4=4,AG41,IF($AK$4=5,AJ41,ROWS($AK$10:AK41))))))","v":32},null,{"$f":"IF(LEN(B41)>0,ROWS($AM$10:AM41),0)","v":32}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,2),\"\")","v":"DNVGL-ST-F201; 2018: Dynamic risers"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,5),\"\")","v":"Structural Integrity\nDynamics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,6),\"\")","v":"Offshore\nOil & Gas"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK42,7),\"\")","v":"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK42,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V42)","v":33},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B35)),V42,\"\")","v":33},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W42)),\"\")","v":33},{"$f":"ROWS($V$10:Y42)","v":33},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D35)),Y42,\"\")","v":33},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA42)),\"\")","v":33},{"$f":"ROWS($V$10:AB42)","v":33},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E35)),AB42,\"\")","v":33},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD42)),\"\")","v":33},{"$f":"ROWS($V$10:AE42)","v":33},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F35)),AE42,\"\")","v":33},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG42)),\"\")","v":33},{"$f":"ROWS($V$10:AH42)","v":33},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G35)),AH42,\"\")","v":33},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ42)),\"\")","v":33},{"$f":"IF($AK$4=1,X42,IF($AK$4=2,AA42,IF($AK$4=3,AD42,IF($AK$4=4,AG42,IF($AK$4=5,AJ42,ROWS($AK$10:AK42))))))","v":33},null,{"$f":"IF(LEN(B42)>0,ROWS($AM$10:AM42),0)","v":33}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,2),\"\")","v":"DNVGL-CG-0127; October, 2015: Finite Element Analysis"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,6),\"\")","v":"Marine"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK43,7),\"\")","v":"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK43,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V43)","v":34},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B36)),V43,\"\")","v":34},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W43)),\"\")","v":34},{"$f":"ROWS($V$10:Y43)","v":34},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D36)),Y43,\"\")","v":34},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA43)),\"\")","v":34},{"$f":"ROWS($V$10:AB43)","v":34},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E36)),AB43,\"\")","v":34},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD43)),\"\")","v":34},{"$f":"ROWS($V$10:AE43)","v":34},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F36)),AE43,\"\")","v":34},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG43)),\"\")","v":34},{"$f":"ROWS($V$10:AH43)","v":34},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G36)),AH43,\"\")","v":34},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ43)),\"\")","v":34},{"$f":"IF($AK$4=1,X43,IF($AK$4=2,AA43,IF($AK$4=3,AD43,IF($AK$4=4,AG43,IF($AK$4=5,AJ43,ROWS($AK$10:AK43))))))","v":34},null,{"$f":"IF(LEN(B43)>0,ROWS($AM$10:AM43),0)","v":34}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,2),\"\")","v":"DNVGL-CG-0130; January, 2018: Wave loads"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,5),\"\")","v":"Loading"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,6),\"\")","v":"Marine"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK44,7),\"\")","v":"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK44,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V44)","v":35},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B37)),V44,\"\")","v":35},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W44)),\"\")","v":35},{"$f":"ROWS($V$10:Y44)","v":35},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D37)),Y44,\"\")","v":35},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA44)),\"\")","v":35},{"$f":"ROWS($V$10:AB44)","v":35},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E37)),AB44,\"\")","v":35},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD44)),\"\")","v":35},{"$f":"ROWS($V$10:AE44)","v":35},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F37)),AE44,\"\")","v":35},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG44)),\"\")","v":35},{"$f":"ROWS($V$10:AH44)","v":35},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G37)),AH44,\"\")","v":35},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ44)),\"\")","v":35},{"$f":"IF($AK$4=1,X44,IF($AK$4=2,AA44,IF($AK$4=3,AD44,IF($AK$4=4,AG44,IF($AK$4=5,AJ44,ROWS($AK$10:AK44))))))","v":35},null,{"$f":"IF(LEN(B44)>0,ROWS($AM$10:AM44),0)","v":35}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,2),\"\")","v":"DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,6),\"\")","v":"Marine"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK45,7),\"\")","v":"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK45,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V45)","v":36},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B38)),V45,\"\")","v":36},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W45)),\"\")","v":36},{"$f":"ROWS($V$10:Y45)","v":36},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D38)),Y45,\"\")","v":36},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA45)),\"\")","v":36},{"$f":"ROWS($V$10:AB45)","v":36},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E38)),AB45,\"\")","v":36},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD45)),\"\")","v":36},{"$f":"ROWS($V$10:AE45)","v":36},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F38)),AE45,\"\")","v":36},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG45)),\"\")","v":36},{"$f":"ROWS($V$10:AH45)","v":36},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G38)),AH45,\"\")","v":36},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ45)),\"\")","v":36},{"$f":"IF($AK$4=1,X45,IF($AK$4=2,AA45,IF($AK$4=3,AD45,IF($AK$4=4,AG45,IF($AK$4=5,AJ45,ROWS($AK$10:AK45))))))","v":36},null,{"$f":"IF(LEN(B45)>0,ROWS($AM$10:AM45),0)","v":36}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,2),\"\")","v":"DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,6),\"\")","v":"Marine"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK46,7),\"\")","v":"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK46,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V46)","v":37},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B39)),V46,\"\")","v":37},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W46)),\"\")","v":37},{"$f":"ROWS($V$10:Y46)","v":37},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D39)),Y46,\"\")","v":37},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA46)),\"\")","v":37},{"$f":"ROWS($V$10:AB46)","v":37},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E39)),AB46,\"\")","v":37},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD46)),\"\")","v":37},{"$f":"ROWS($V$10:AE46)","v":37},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F39)),AE46,\"\")","v":37},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG46)),\"\")","v":37},{"$f":"ROWS($V$10:AH46)","v":37},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G39)),AH46,\"\")","v":37},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ46)),\"\")","v":37},{"$f":"IF($AK$4=1,X46,IF($AK$4=2,AA46,IF($AK$4=3,AD46,IF($AK$4=4,AG46,IF($AK$4=5,AJ46,ROWS($AK$10:AK46))))))","v":37},null,{"$f":"IF(LEN(B46)>0,ROWS($AM$10:AM46),0)","v":37}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,2),\"\")","v":"DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,5),\"\")","v":"Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,6),\"\")","v":"Marine"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK47,7),\"\")","v":"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK47,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V47)","v":38},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B40)),V47,\"\")","v":38},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W47)),\"\")","v":38},{"$f":"ROWS($V$10:Y47)","v":38},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D40)),Y47,\"\")","v":38},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA47)),\"\")","v":38},{"$f":"ROWS($V$10:AB47)","v":38},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E40)),AB47,\"\")","v":38},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD47)),\"\")","v":38},{"$f":"ROWS($V$10:AE47)","v":38},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F40)),AE47,\"\")","v":38},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG47)),\"\")","v":38},{"$f":"ROWS($V$10:AH47)","v":38},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G40)),AH47,\"\")","v":38},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ47)),\"\")","v":38},{"$f":"IF($AK$4=1,X47,IF($AK$4=2,AA47,IF($AK$4=3,AD47,IF($AK$4=4,AG47,IF($AK$4=5,AJ47,ROWS($AK$10:AK47))))))","v":38},null,{"$f":"IF(LEN(B47)>0,ROWS($AM$10:AM47),0)","v":38}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,2),\"\")","v":"DNVGL-ST-0126; July, 2018: Support structures for wind turbines"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,6),\"\")","v":"Wind"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK48,7),\"\")","v":"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK48,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V48)","v":39},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B41)),V48,\"\")","v":39},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W48)),\"\")","v":39},{"$f":"ROWS($V$10:Y48)","v":39},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D41)),Y48,\"\")","v":39},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA48)),\"\")","v":39},{"$f":"ROWS($V$10:AB48)","v":39},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E41)),AB48,\"\")","v":39},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD48)),\"\")","v":39},{"$f":"ROWS($V$10:AE48)","v":39},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F41)),AE48,\"\")","v":39},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG48)),\"\")","v":39},{"$f":"ROWS($V$10:AH48)","v":39},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G41)),AH48,\"\")","v":39},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ48)),\"\")","v":39},{"$f":"IF($AK$4=1,X48,IF($AK$4=2,AA48,IF($AK$4=3,AD48,IF($AK$4=4,AG48,IF($AK$4=5,AJ48,ROWS($AK$10:AK48))))))","v":39},null,{"$f":"IF(LEN(B48)>0,ROWS($AM$10:AM48),0)","v":39}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,1),\"\")","v":"DNV (Det Norske Veritas)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,2),\"\")","v":"DNVGL-ST-C501; August, 2017:  Composite components"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,5),\"\")","v":"Composite\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,6),\"\")","v":"Offshore\nProcess Industry"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK49,7),\"\")","v":"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK49,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V49)","v":40},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B42)),V49,\"\")","v":40},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W49)),\"\")","v":40},{"$f":"ROWS($V$10:Y49)","v":40},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D42)),Y49,\"\")","v":40},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA49)),\"\")","v":40},{"$f":"ROWS($V$10:AB49)","v":40},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E42)),AB49,\"\")","v":40},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD49)),\"\")","v":40},{"$f":"ROWS($V$10:AE49)","v":40},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F42)),AE49,\"\")","v":40},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG49)),\"\")","v":40},{"$f":"ROWS($V$10:AH49)","v":40},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G42)),AH49,\"\")","v":40},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ49)),\"\")","v":40},{"$f":"IF($AK$4=1,X49,IF($AK$4=2,AA49,IF($AK$4=3,AD49,IF($AK$4=4,AG49,IF($AK$4=5,AJ49,ROWS($AK$10:AK49))))))","v":40},null,{"$f":"IF(LEN(B49)>0,ROWS($AM$10:AM49),0)","v":40}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,2),\"\")","v":"EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design "},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK52,7),\"\")","v":"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK52,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V52)","v":43},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B45)),V52,\"\")","v":43},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W52)),\"\")","v":43},{"$f":"ROWS($V$10:Y52)","v":43},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D45)),Y52,\"\")","v":43},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA52)),\"\")","v":43},{"$f":"ROWS($V$10:AB52)","v":43},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E45)),AB52,\"\")","v":43},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD52)),\"\")","v":43},{"$f":"ROWS($V$10:AE52)","v":43},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F45)),AE52,\"\")","v":43},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG52)),\"\")","v":43},{"$f":"ROWS($V$10:AH52)","v":43},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G45)),AH52,\"\")","v":43},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ52)),\"\")","v":43},{"$f":"IF($AK$4=1,X52,IF($AK$4=2,AA52,IF($AK$4=3,AD52,IF($AK$4=4,AG52,IF($AK$4=5,AJ52,ROWS($AK$10:AK52))))))","v":43},null,{"$f":"IF(LEN(B52)>0,ROWS($AM$10:AM52),0)","v":43}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,2),\"\")","v":"EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,6),\"\")","v":"Nuclear\nOil & Gas\nPower\nPressure Systems"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK53,7),\"\")","v":"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK53,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V53)","v":44},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B46)),V53,\"\")","v":44},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W53)),\"\")","v":44},{"$f":"ROWS($V$10:Y53)","v":44},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D46)),Y53,\"\")","v":44},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA53)),\"\")","v":44},{"$f":"ROWS($V$10:AB53)","v":44},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E46)),AB53,\"\")","v":44},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD53)),\"\")","v":44},{"$f":"ROWS($V$10:AE53)","v":44},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F46)),AE53,\"\")","v":44},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG53)),\"\")","v":44},{"$f":"ROWS($V$10:AH53)","v":44},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G46)),AH53,\"\")","v":44},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ53)),\"\")","v":44},{"$f":"IF($AK$4=1,X53,IF($AK$4=2,AA53,IF($AK$4=3,AD53,IF($AK$4=4,AG53,IF($AK$4=5,AJ53,ROWS($AK$10:AK53))))))","v":44},null,{"$f":"IF(LEN(B53)>0,ROWS($AM$10:AM53),0)","v":44}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,2),\"\")","v":"EN 1993-1-5: Eurocode 3 - Design of steel structures - Parts 1-5: Plated structural elements"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,5),\"\")","v":"Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK54,7),\"\")","v":"EN 1993-1-5 provides design requirements of stiffened and unstiffened plates which are subject to in-plane forces.  Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.  \n\nAnnex C (Finite Element Methods of Analysis; pp. 45-50) provides guidance on the use of FEA for ultimate limit state, serviceability limit state, or fatigue verification of plated structures."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK54,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V54)","v":45},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B47)),V54,\"\")","v":45},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W54)),\"\")","v":45},{"$f":"ROWS($V$10:Y54)","v":45},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D47)),Y54,\"\")","v":45},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA54)),\"\")","v":45},{"$f":"ROWS($V$10:AB54)","v":45},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E47)),AB54,\"\")","v":45},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD54)),\"\")","v":45},{"$f":"ROWS($V$10:AE54)","v":45},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F47)),AE54,\"\")","v":45},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG54)),\"\")","v":45},{"$f":"ROWS($V$10:AH54)","v":45},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G47)),AH54,\"\")","v":45},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ54)),\"\")","v":45},{"$f":"IF($AK$4=1,X54,IF($AK$4=2,AA54,IF($AK$4=3,AD54,IF($AK$4=4,AG54,IF($AK$4=5,AJ54,ROWS($AK$10:AK54))))))","v":45},null,{"$f":"IF(LEN(B54)>0,ROWS($AM$10:AM54),0)","v":45}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,2),\"\")","v":"CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,5),\"\")","v":"Impact, Shock & Crash"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,6),\"\")","v":"Automotive\nTransport"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK55,7),\"\")","v":"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK55,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V55)","v":46},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B48)),V55,\"\")","v":46},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W55)),\"\")","v":46},{"$f":"ROWS($V$10:Y55)","v":46},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D48)),Y55,\"\")","v":46},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA55)),\"\")","v":46},{"$f":"ROWS($V$10:AB55)","v":46},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E48)),AB55,\"\")","v":46},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD55)),\"\")","v":46},{"$f":"ROWS($V$10:AE55)","v":46},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F48)),AE55,\"\")","v":46},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG55)),\"\")","v":46},{"$f":"ROWS($V$10:AH55)","v":46},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G48)),AH55,\"\")","v":46},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ55)),\"\")","v":46},{"$f":"IF($AK$4=1,X55,IF($AK$4=2,AA55,IF($AK$4=3,AD55,IF($AK$4=4,AG55,IF($AK$4=5,AJ55,ROWS($AK$10:AK55))))))","v":46},null,{"$f":"IF(LEN(B55)>0,ROWS($AM$10:AM55),0)","v":46}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,2),\"\")","v":"EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,6),\"\")","v":"Transport"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK56,7),\"\")","v":"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK56,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V56)","v":47},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B49)),V56,\"\")","v":47},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W56)),\"\")","v":47},{"$f":"ROWS($V$10:Y56)","v":47},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D49)),Y56,\"\")","v":47},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA56)),\"\")","v":47},{"$f":"ROWS($V$10:AB56)","v":47},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E49)),AB56,\"\")","v":47},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD56)),\"\")","v":47},{"$f":"ROWS($V$10:AE56)","v":47},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F49)),AE56,\"\")","v":47},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG56)),\"\")","v":47},{"$f":"ROWS($V$10:AH56)","v":47},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G49)),AH56,\"\")","v":47},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ56)),\"\")","v":47},{"$f":"IF($AK$4=1,X56,IF($AK$4=2,AA56,IF($AK$4=3,AD56,IF($AK$4=4,AG56,IF($AK$4=5,AJ56,ROWS($AK$10:AK56))))))","v":47},null,{"$f":"IF(LEN(B56)>0,ROWS($AM$10:AM56),0)","v":47}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,2),\"\")","v":"EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,5),\"\")","v":"Dynamics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,6),\"\")","v":"Rail"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK57,7),\"\")","v":"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK57,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V57)","v":48},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B50)),V57,\"\")","v":48},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W57)),\"\")","v":48},{"$f":"ROWS($V$10:Y57)","v":48},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D50)),Y57,\"\")","v":48},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA57)),\"\")","v":48},{"$f":"ROWS($V$10:AB57)","v":48},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E50)),AB57,\"\")","v":48},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD57)),\"\")","v":48},{"$f":"ROWS($V$10:AE57)","v":48},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F50)),AE57,\"\")","v":48},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG57)),\"\")","v":48},{"$f":"ROWS($V$10:AH57)","v":48},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G50)),AH57,\"\")","v":48},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ57)),\"\")","v":48},{"$f":"IF($AK$4=1,X57,IF($AK$4=2,AA57,IF($AK$4=3,AD57,IF($AK$4=4,AG57,IF($AK$4=5,AJ57,ROWS($AK$10:AK57))))))","v":48},null,{"$f":"IF(LEN(B57)>0,ROWS($AM$10:AM57),0)","v":48}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,1),\"\")","v":"EN European Standards (European Norms)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,2),\"\")","v":"EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,6),\"\")","v":"Rail"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK58,7),\"\")","v":"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK58,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V58)","v":49},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B51)),V58,\"\")","v":49},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W58)),\"\")","v":49},{"$f":"ROWS($V$10:Y58)","v":49},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D51)),Y58,\"\")","v":49},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA58)),\"\")","v":49},{"$f":"ROWS($V$10:AB58)","v":49},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E51)),AB58,\"\")","v":49},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD58)),\"\")","v":49},{"$f":"ROWS($V$10:AE58)","v":49},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F51)),AE58,\"\")","v":49},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG58)),\"\")","v":49},{"$f":"ROWS($V$10:AH58)","v":49},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G51)),AH58,\"\")","v":49},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ58)),\"\")","v":49},{"$f":"IF($AK$4=1,X58,IF($AK$4=2,AA58,IF($AK$4=3,AD58,IF($AK$4=4,AG58,IF($AK$4=5,AJ58,ROWS($AK$10:AK58))))))","v":49},null,{"$f":"IF(LEN(B58)>0,ROWS($AM$10:AM58),0)","v":49}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,1),\"\")","v":"IEEE (Institute of Electrical and Electronics Engineers)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,2),\"\")","v":"IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,4),\"\")","v":"Interoperability"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,5),\"\")","v":"Systems Modelling & Simulation"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK68,7),\"\")","v":"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK68,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V68)","v":59},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B61)),V68,\"\")","v":59},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W68)),\"\")","v":59},{"$f":"ROWS($V$10:Y68)","v":59},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D61)),Y68,\"\")","v":59},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA68)),\"\")","v":59},{"$f":"ROWS($V$10:AB68)","v":59},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E61)),AB68,\"\")","v":59},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD68)),\"\")","v":59},{"$f":"ROWS($V$10:AE68)","v":59},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F61)),AE68,\"\")","v":59},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG68)),\"\")","v":59},{"$f":"ROWS($V$10:AH68)","v":59},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G61)),AH68,\"\")","v":59},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ68)),\"\")","v":59},{"$f":"IF($AK$4=1,X68,IF($AK$4=2,AA68,IF($AK$4=3,AD68,IF($AK$4=4,AG68,IF($AK$4=5,AJ68,ROWS($AK$10:AK68))))))","v":59},null,{"$f":"IF(LEN(B68)>0,ROWS($AM$10:AM68),0)","v":59}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,1),\"\")","v":"IEEE (Institute of Electrical and Electronics Engineers)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,2),\"\")","v":"IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,5),\"\")","v":"Electromagnetics\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK69,7),\"\")","v":"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK69,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V69)","v":60},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B62)),V69,\"\")","v":60},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W69)),\"\")","v":60},{"$f":"ROWS($V$10:Y69)","v":60},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D62)),Y69,\"\")","v":60},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA69)),\"\")","v":60},{"$f":"ROWS($V$10:AB69)","v":60},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E62)),AB69,\"\")","v":60},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD69)),\"\")","v":60},{"$f":"ROWS($V$10:AE69)","v":60},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F62)),AE69,\"\")","v":60},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG69)),\"\")","v":60},{"$f":"ROWS($V$10:AH69)","v":60},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G62)),AH69,\"\")","v":60},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ69)),\"\")","v":60},{"$f":"IF($AK$4=1,X69,IF($AK$4=2,AA69,IF($AK$4=3,AD69,IF($AK$4=4,AG69,IF($AK$4=5,AJ69,ROWS($AK$10:AK69))))))","v":60},null,{"$f":"IF(LEN(B69)>0,ROWS($AM$10:AM69),0)","v":60}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,1),\"\")","v":"IEEE (Institute of Electrical and Electronics Engineers)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,2),\"\")","v":"IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,5),\"\")","v":"Electromagnetics\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK70,7),\"\")","v":"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK70,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V70)","v":61},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B63)),V70,\"\")","v":61},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W70)),\"\")","v":61},{"$f":"ROWS($V$10:Y70)","v":61},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D63)),Y70,\"\")","v":61},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA70)),\"\")","v":61},{"$f":"ROWS($V$10:AB70)","v":61},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E63)),AB70,\"\")","v":61},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD70)),\"\")","v":61},{"$f":"ROWS($V$10:AE70)","v":61},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F63)),AE70,\"\")","v":61},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG70)),\"\")","v":61},{"$f":"ROWS($V$10:AH70)","v":61},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G63)),AH70,\"\")","v":61},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ70)),\"\")","v":61},{"$f":"IF($AK$4=1,X70,IF($AK$4=2,AA70,IF($AK$4=3,AD70,IF($AK$4=4,AG70,IF($AK$4=5,AJ70,ROWS($AK$10:AK70))))))","v":61},null,{"$f":"IF(LEN(B70)>0,ROWS($AM$10:AM70),0)","v":61}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,2),\"\")","v":"STEP AP233; 2012: Systems Engineering Data Representation"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,3),\"\")","v":"Released"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,4),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,5),\"\")","v":"Systems Engineering"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK71,7),\"\")","v":"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK71,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V71)","v":62},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B64)),V71,\"\")","v":62},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W71)),\"\")","v":62},{"$f":"ROWS($V$10:Y71)","v":62},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D64)),Y71,\"\")","v":62},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA71)),\"\")","v":62},{"$f":"ROWS($V$10:AB71)","v":62},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E64)),AB71,\"\")","v":62},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD71)),\"\")","v":62},{"$f":"ROWS($V$10:AE71)","v":62},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F64)),AE71,\"\")","v":62},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG71)),\"\")","v":62},{"$f":"ROWS($V$10:AH71)","v":62},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G64)),AH71,\"\")","v":62},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ71)),\"\")","v":62},{"$f":"IF($AK$4=1,X71,IF($AK$4=2,AA71,IF($AK$4=3,AD71,IF($AK$4=4,AG71,IF($AK$4=5,AJ71,ROWS($AK$10:AK71))))))","v":62},null,{"$f":"IF(LEN(B71)>0,ROWS($AM$10:AM71),0)","v":62}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,2),\"\")","v":"STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,4),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,5),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK72,7),\"\")","v":"AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK72,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V72)","v":63},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B65)),V72,\"\")","v":63},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W72)),\"\")","v":63},{"$f":"ROWS($V$10:Y72)","v":63},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D65)),Y72,\"\")","v":63},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA72)),\"\")","v":63},{"$f":"ROWS($V$10:AB72)","v":63},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E65)),AB72,\"\")","v":63},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD72)),\"\")","v":63},{"$f":"ROWS($V$10:AE72)","v":63},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F65)),AE72,\"\")","v":63},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG72)),\"\")","v":63},{"$f":"ROWS($V$10:AH72)","v":63},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G65)),AH72,\"\")","v":63},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ72)),\"\")","v":63},{"$f":"IF($AK$4=1,X72,IF($AK$4=2,AA72,IF($AK$4=3,AD72,IF($AK$4=4,AG72,IF($AK$4=5,AJ72,ROWS($AK$10:AK72))))))","v":63},null,{"$f":"IF(LEN(B72)>0,ROWS($AM$10:AM72),0)","v":63}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,2),\"\")","v":"STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,4),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,5),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK73,7),\"\")","v":"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK73,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V73)","v":64},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B66)),V73,\"\")","v":64},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W73)),\"\")","v":64},{"$f":"ROWS($V$10:Y73)","v":64},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D66)),Y73,\"\")","v":64},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA73)),\"\")","v":64},{"$f":"ROWS($V$10:AB73)","v":64},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E66)),AB73,\"\")","v":64},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD73)),\"\")","v":64},{"$f":"ROWS($V$10:AE73)","v":64},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F66)),AE73,\"\")","v":64},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG73)),\"\")","v":64},{"$f":"ROWS($V$10:AH73)","v":64},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G66)),AH73,\"\")","v":64},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ73)),\"\")","v":64},{"$f":"IF($AK$4=1,X73,IF($AK$4=2,AA73,IF($AK$4=3,AD73,IF($AK$4=4,AG73,IF($AK$4=5,AJ73,ROWS($AK$10:AK73))))))","v":64},null,{"$f":"IF(LEN(B73)>0,ROWS($AM$10:AM73),0)","v":64}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,2),\"\")","v":"ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,5),\"\")","v":"Dynamics\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,6),\"\")","v":"Automotive"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK75,7),\"\")","v":"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK75,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V75)","v":66},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B68)),V75,\"\")","v":66},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W75)),\"\")","v":66},{"$f":"ROWS($V$10:Y75)","v":66},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D68)),Y75,\"\")","v":66},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA75)),\"\")","v":66},{"$f":"ROWS($V$10:AB75)","v":66},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E68)),AB75,\"\")","v":66},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD75)),\"\")","v":66},{"$f":"ROWS($V$10:AE75)","v":66},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F68)),AE75,\"\")","v":66},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG75)),\"\")","v":66},{"$f":"ROWS($V$10:AH75)","v":66},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G68)),AH75,\"\")","v":66},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ75)),\"\")","v":66},{"$f":"IF($AK$4=1,X75,IF($AK$4=2,AA75,IF($AK$4=3,AD75,IF($AK$4=4,AG75,IF($AK$4=5,AJ75,ROWS($AK$10:AK75))))))","v":66},null,{"$f":"IF(LEN(B75)>0,ROWS($AM$10:AM75),0)","v":66}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,2),\"\")","v":"ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,5),\"\")","v":"Dynamics\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,6),\"\")","v":"Automotive"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK76,7),\"\")","v":"ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK76,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V76)","v":67},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B69)),V76,\"\")","v":67},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W76)),\"\")","v":67},{"$f":"ROWS($V$10:Y76)","v":67},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D69)),Y76,\"\")","v":67},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA76)),\"\")","v":67},{"$f":"ROWS($V$10:AB76)","v":67},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E69)),AB76,\"\")","v":67},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD76)),\"\")","v":67},{"$f":"ROWS($V$10:AE76)","v":67},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F69)),AE76,\"\")","v":67},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG76)),\"\")","v":67},{"$f":"ROWS($V$10:AH76)","v":67},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G69)),AH76,\"\")","v":67},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ76)),\"\")","v":67},{"$f":"IF($AK$4=1,X76,IF($AK$4=2,AA76,IF($AK$4=3,AD76,IF($AK$4=4,AG76,IF($AK$4=5,AJ76,ROWS($AK$10:AK76))))))","v":67},null,{"$f":"IF(LEN(B76)>0,ROWS($AM$10:AM76),0)","v":67}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,2),\"\")","v":"ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,5),\"\")","v":"Control System Simulation\nTraffic Modelling"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,6),\"\")","v":"Transport"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK77,7),\"\")","v":"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK77,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V77)","v":68},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B70)),V77,\"\")","v":68},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W77)),\"\")","v":68},{"$f":"ROWS($V$10:Y77)","v":68},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D70)),Y77,\"\")","v":68},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA77)),\"\")","v":68},{"$f":"ROWS($V$10:AB77)","v":68},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E70)),AB77,\"\")","v":68},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD77)),\"\")","v":68},{"$f":"ROWS($V$10:AE77)","v":68},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F70)),AE77,\"\")","v":68},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG77)),\"\")","v":68},{"$f":"ROWS($V$10:AH77)","v":68},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G70)),AH77,\"\")","v":68},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ77)),\"\")","v":68},{"$f":"IF($AK$4=1,X77,IF($AK$4=2,AA77,IF($AK$4=3,AD77,IF($AK$4=4,AG77,IF($AK$4=5,AJ77,ROWS($AK$10:AK77))))))","v":68},null,{"$f":"IF(LEN(B77)>0,ROWS($AM$10:AM77),0)","v":68}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,2),\"\")","v":"LOTAR for Engineering Analysis & Simulation"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,3),\"\")","v":"In Development"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,4),\"\")","v":"Model Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,5),\"\")","v":"Simulation Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK78,7),\"\")","v":"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK78,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V78)","v":69},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B71)),V78,\"\")","v":69},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W78)),\"\")","v":69},{"$f":"ROWS($V$10:Y78)","v":69},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D71)),Y78,\"\")","v":69},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA78)),\"\")","v":69},{"$f":"ROWS($V$10:AB78)","v":69},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E71)),AB78,\"\")","v":69},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD78)),\"\")","v":69},{"$f":"ROWS($V$10:AE78)","v":69},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F71)),AE78,\"\")","v":69},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG78)),\"\")","v":69},{"$f":"ROWS($V$10:AH78)","v":69},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G71)),AH78,\"\")","v":69},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ78)),\"\")","v":69},{"$f":"IF($AK$4=1,X78,IF($AK$4=2,AA78,IF($AK$4=3,AD78,IF($AK$4=4,AG78,IF($AK$4=5,AJ78,ROWS($AK$10:AK78))))))","v":69},null,{"$f":"IF(LEN(B78)>0,ROWS($AM$10:AM78),0)","v":69}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,2),\"\")","v":"ISO 16730-1; 2015: Fire safety engineering -- Procedures and requirements for verification and validation of calculation methods -- Part 1: General"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,5),\"\")","v":"Thermal-Mechanical Analysis"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK85,7),\"\")","v":"ISO 16730-1:2015 establishes a framework for the verification and validation of all types of calculation methods used as tools for fire safety engineering by specifying specific procedures and requirements for the purpose. It does not address specific fire models, but it is applicable to analytical models, algebraic correlations and complex numerical models, which are addressed as calculation methods in the context of this International Standard. This standard includes:\n- a process to determine that the relevant equations and calculation methods are implemented correctly (verification) and that the calculation method being considered is an accurate representation of the real world (validation),\n- requirements for data against which a calculation method's predicted results are checked, and\n- guidance on use of this International Standard by developers and/or users of calculation methods, and by those assessing the results obtained by using calculation methods."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK85,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V85)","v":76},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B78)),V85,\"\")","v":76},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W85)),\"\")","v":76},{"$f":"ROWS($V$10:Y85)","v":76},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D78)),Y85,\"\")","v":76},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA85)),\"\")","v":76},{"$f":"ROWS($V$10:AB85)","v":76},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E78)),AB85,\"\")","v":76},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD85)),\"\")","v":76},{"$f":"ROWS($V$10:AE85)","v":76},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F78)),AE85,\"\")","v":76},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG85)),\"\")","v":76},{"$f":"ROWS($V$10:AH85)","v":76},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G78)),AH85,\"\")","v":76},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ85)),\"\")","v":76},{"$f":"IF($AK$4=1,X85,IF($AK$4=2,AA85,IF($AK$4=3,AD85,IF($AK$4=4,AG85,IF($AK$4=5,AJ85,ROWS($AK$10:AK85))))))","v":76},null,{"$f":"IF(LEN(B85)>0,ROWS($AM$10:AM85),0)","v":76}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,2),\"\")","v":"ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,5),\"\")","v":"Thermal-Mechanical Analysis"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK86,7),\"\")","v":"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK86,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V86)","v":77},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B79)),V86,\"\")","v":77},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W86)),\"\")","v":77},{"$f":"ROWS($V$10:Y86)","v":77},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D79)),Y86,\"\")","v":77},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA86)),\"\")","v":77},{"$f":"ROWS($V$10:AB86)","v":77},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E79)),AB86,\"\")","v":77},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD86)),\"\")","v":77},{"$f":"ROWS($V$10:AE86)","v":77},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F79)),AE86,\"\")","v":77},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG86)),\"\")","v":77},{"$f":"ROWS($V$10:AH86)","v":77},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G79)),AH86,\"\")","v":77},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ86)),\"\")","v":77},{"$f":"IF($AK$4=1,X86,IF($AK$4=2,AA86,IF($AK$4=3,AD86,IF($AK$4=4,AG86,IF($AK$4=5,AJ86,ROWS($AK$10:AK86))))))","v":77},null,{"$f":"IF(LEN(B86)>0,ROWS($AM$10:AM86),0)","v":77}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,2),\"\")","v":"ISO/TR 16730-3; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 3: Example of a CFD model"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,5),\"\")","v":"CFD\nThermal\nV&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK87,7),\"\")","v":"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validated results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO/TR 16730-3:2013 is the simulation of a fire in an open environment or confined compartments with natural or forced ventilation system."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK87,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V87)","v":78},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B80)),V87,\"\")","v":78},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W87)),\"\")","v":78},{"$f":"ROWS($V$10:Y87)","v":78},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D80)),Y87,\"\")","v":78},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA87)),\"\")","v":78},{"$f":"ROWS($V$10:AB87)","v":78},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E80)),AB87,\"\")","v":78},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD87)),\"\")","v":78},{"$f":"ROWS($V$10:AE87)","v":78},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F80)),AE87,\"\")","v":78},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG87)),\"\")","v":78},{"$f":"ROWS($V$10:AH87)","v":78},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G80)),AH87,\"\")","v":78},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ87)),\"\")","v":78},{"$f":"IF($AK$4=1,X87,IF($AK$4=2,AA87,IF($AK$4=3,AD87,IF($AK$4=4,AG87,IF($AK$4=5,AJ87,ROWS($AK$10:AK87))))))","v":78},null,{"$f":"IF(LEN(B87)>0,ROWS($AM$10:AM87),0)","v":78}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,1),\"\")","v":"NAFEMS"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,2),\"\")","v":"Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,3),\"\")","v":"Under Review"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK97,7),\"\")","v":"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK97,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V97)","v":88},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B90)),V97,\"\")","v":88},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W97)),\"\")","v":88},{"$f":"ROWS($V$10:Y97)","v":88},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D90)),Y97,\"\")","v":88},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA97)),\"\")","v":88},{"$f":"ROWS($V$10:AB97)","v":88},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E90)),AB97,\"\")","v":88},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD97)),\"\")","v":88},{"$f":"ROWS($V$10:AE97)","v":88},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F90)),AE97,\"\")","v":88},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG97)),\"\")","v":88},{"$f":"ROWS($V$10:AH97)","v":88},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G90)),AH97,\"\")","v":88},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ97)),\"\")","v":88},{"$f":"IF($AK$4=1,X97,IF($AK$4=2,AA97,IF($AK$4=3,AD97,IF($AK$4=4,AG97,IF($AK$4=5,AJ97,ROWS($AK$10:AK97))))))","v":88},null,{"$f":"IF(LEN(B97)>0,ROWS($AM$10:AM97),0)","v":88}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,1),\"\")","v":"NAFEMS"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,2),\"\")","v":"Engineering Simulation Quality Management Systems  -  Requirements - ESQMS:2015"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,3),\"\")","v":"Under Review"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK98,7),\"\")","v":"The NAFEMS Engineering Simulation Quality Management Standard (ESQMS) relates to ISO 9001 for quality management of engineering simulation used in support of assessments of engineered systems. The purpose of the ESQMS is to interpret the requirements of ISO 9001 in the particular context of engineering simulation. \n\nThis edition of the NAFEMS ESQMS:2015 is currently under development. When released it is intended to replace its predecessor, NAFEMS QSS:2015. "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK98,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V98)","v":89},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B91)),V98,\"\")","v":89},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W98)),\"\")","v":89},{"$f":"ROWS($V$10:Y98)","v":89},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D91)),Y98,\"\")","v":89},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA98)),\"\")","v":89},{"$f":"ROWS($V$10:AB98)","v":89},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E91)),AB98,\"\")","v":89},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD98)),\"\")","v":89},{"$f":"ROWS($V$10:AE98)","v":89},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F91)),AE98,\"\")","v":89},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG98)),\"\")","v":89},{"$f":"ROWS($V$10:AH98)","v":89},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G91)),AH98,\"\")","v":89},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ98)),\"\")","v":89},{"$f":"IF($AK$4=1,X98,IF($AK$4=2,AA98,IF($AK$4=3,AD98,IF($AK$4=4,AG98,IF($AK$4=5,AJ98,ROWS($AK$10:AK98))))))","v":89},null,{"$f":"IF(LEN(B98)>0,ROWS($AM$10:AM98),0)","v":89}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,1),\"\")","v":"NAFEMS"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,2),\"\")","v":"NAFEMS QSS Primer 2014"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK99,7),\"\")","v":"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK99,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V99)","v":90},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B92)),V99,\"\")","v":90},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W99)),\"\")","v":90},{"$f":"ROWS($V$10:Y99)","v":90},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D92)),Y99,\"\")","v":90},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA99)),\"\")","v":90},{"$f":"ROWS($V$10:AB99)","v":90},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E92)),AB99,\"\")","v":90},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD99)),\"\")","v":90},{"$f":"ROWS($V$10:AE99)","v":90},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F92)),AE99,\"\")","v":90},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG99)),\"\")","v":90},{"$f":"ROWS($V$10:AH99)","v":90},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G92)),AH99,\"\")","v":90},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ99)),\"\")","v":90},{"$f":"IF($AK$4=1,X99,IF($AK$4=2,AA99,IF($AK$4=3,AD99,IF($AK$4=4,AG99,IF($AK$4=5,AJ99,ROWS($AK$10:AK99))))))","v":90},null,{"$f":"IF(LEN(B99)>0,ROWS($AM$10:AM99),0)","v":90}]
[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,1),\"\")","v":"NAFEMS"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,2),\"\")","v":"Engineering Simulation - Quality management systems - Requirements"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK100,7),\"\")","v":"NAFEMS QSS:2015 is derived from the ISO 9001:2015 generic quality management system requirements and interpreted in the particular context of engineering simulation.  It cancelled and replaced its predecessor, NAFEMS QSS:2008.  Proper application of NAFEMS ESQMS will ensure that quality principles are built into the simulation process at a fundamental level, facilitating evaluation and control of quality at every stage of the simulation process and enabling engineering simulation to be consistently carried out to the required professional standards.  NAFEMS ESQMS can be used by internal and external parties, including certification bodies, to assess the organization's ability to meet customer, regulatory and its own requirements.\nISO 9001 specifies requirements for a quality management system that can be used for internal application by organizations, or for certification, or for contractual purposes. It focuses on the effectiveness of the quality management system in meeting customer requirements."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,16),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK100,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V100)","v":91},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B93)),V100,\"\")","v":91},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W100)),\"\")","v":91},{"$f":"ROWS($V$10:Y100)","v":91},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D93)),Y100,\"\")","v":91},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA100)),\"\")","v":91},{"$f":"ROWS($V$10:AB100)","v":91},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E93)),AB100,\"\")","v":91},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD100)),\"\")","v":91},{"$f":"ROWS($V$10:AE100)","v":91},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F93)),AE100,\"\")","v":91},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG100)),\"\")","v":91},{"$f":"ROWS($V$10:AH100)","v":91},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G93)),AH100,\"\")","v":91},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ100)),\"\")","v":91},{"$f":"IF($AK$4=1,X100,IF($AK$4=2,AA100,IF($AK$4=3,AD100,IF($AK$4=4,AG100,IF($AK$4=5,AJ100,ROWS($AK$10:AK100))))))","v":91},null,{"$f":"IF(LEN(B100)>0,ROWS($AM$10:AM100),0)","v":91}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,1),\"\")","v":"Sandia"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,2),\"\")","v":"PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,5),\"\")","v":"V&V"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK110,7),\"\")","v":"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK110,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V110)","v":101},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B103)),V110,\"\")","v":101},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W110)),\"\")","v":101},{"$f":"ROWS($V$10:Y110)","v":101},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D103)),Y110,\"\")","v":101},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA110)),\"\")","v":101},{"$f":"ROWS($V$10:AB110)","v":101},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E103)),AB110,\"\")","v":101},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD110)),\"\")","v":101},{"$f":"ROWS($V$10:AE110)","v":101},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F103)),AE110,\"\")","v":101},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG110)),\"\")","v":101},{"$f":"ROWS($V$10:AH110)","v":101},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G103)),AH110,\"\")","v":101},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ110)),\"\")","v":101},{"$f":"IF($AK$4=1,X110,IF($AK$4=2,AA110,IF($AK$4=3,AD110,IF($AK$4=4,AG110,IF($AK$4=5,AJ110,ROWS($AK$10:AK110))))))","v":101},null,{"$f":"IF(LEN(B110)>0,ROWS($AM$10:AM110),0)","v":101}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,1),\"\")","v":"UN/ECE (Economic Commission for Europe of the United Nations)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,2),\"\")","v":"UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,5),\"\")","v":"Dynamics"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,6),\"\")","v":"Automotive"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK112,7),\"\")","v":"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service."},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK112,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V112)","v":103},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B105)),V112,\"\")","v":103},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W112)),\"\")","v":103},{"$f":"ROWS($V$10:Y112)","v":103},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D105)),Y112,\"\")","v":103},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA112)),\"\")","v":103},{"$f":"ROWS($V$10:AB112)","v":103},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E105)),AB112,\"\")","v":103},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD112)),\"\")","v":103},{"$f":"ROWS($V$10:AE112)","v":103},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F105)),AE112,\"\")","v":103},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG112)),\"\")","v":103},{"$f":"ROWS($V$10:AH112)","v":103},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G105)),AH112,\"\")","v":103},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ112)),\"\")","v":103},{"$f":"IF($AK$4=1,X112,IF($AK$4=2,AA112,IF($AK$4=3,AD112,IF($AK$4=4,AG112,IF($AK$4=5,AJ112,ROWS($AK$10:AK112))))))","v":103},null,{"$f":"IF(LEN(B112)>0,ROWS($AM$10:AM112),0)","v":103}]
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[null,{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,1),\"\")","v":"VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,2),\"\")","v":"VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)   "},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,4),\"\")","v":"Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,5),\"\")","v":"Data Exchange\nProduct Data Management\nSimulation Data Management"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table3[[Grouping]:[Pertinent References ('#3)]],'NAFEMS Standards Initiative'!$AK114,7),\"\")","v":"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. "},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,13),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,13),\"Website\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,14),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,14),\"Document\"),\"\")","v":"Document"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,15),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,16),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,17),\"\")<>\"\",HYPERLINK(INDEX(Table3[[Grouping]:[Reference 3]],'NAFEMS Standards Initiative'!$AK114,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V114)","v":105},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Directly relevant - Data'!B107)),V114,\"\")","v":105},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W114)),\"\")","v":105},{"$f":"ROWS($V$10:Y114)","v":105},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Directly relevant - Data'!D107)),Y114,\"\")","v":105},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA114)),\"\")","v":105},{"$f":"ROWS($V$10:AB114)","v":105},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Directly relevant - Data'!E107)),AB114,\"\")","v":105},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD114)),\"\")","v":105},{"$f":"ROWS($V$10:AE114)","v":105},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Directly relevant - Data'!F107)),AE114,\"\")","v":105},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG114)),\"\")","v":105},{"$f":"ROWS($V$10:AH114)","v":105},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Directly relevant - Data'!G107)),AH114,\"\")","v":105},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ114)),\"\")","v":105},{"$f":"IF($AK$4=1,X114,IF($AK$4=2,AA114,IF($AK$4=3,AD114,IF($AK$4=4,AG114,IF($AK$4=5,AJ114,ROWS($AK$10:AK114))))))","v":105},null,{"$f":"IF(LEN(B114)>0,ROWS($AM$10:AM114),0)","v":105}]
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[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,1),\"\")","v":"ASME"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,2),\"\")","v":"ASME PTC 19.1; 2013: Test Uncertainty "},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,5),\"\")","v":"Uncertainty\nTesting"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK11,7),\"\")","v":"This Standard specifies procedures for evaluation of uncertainties in test measurements, parameters and methods, and for propagation of those uncertainties into the uncertainty of a test result. Depending on the application, uncertainty sources may be classified either by the presumed effect (systematic or random) on the measurement or test result, or by the process in which they may be quantified (Type A or Type B). The end result of an uncertainty analysis is a numerical estimate of the test uncertainty with an appropriate confidence level."},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK11,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V11)","v":2},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C4)),V11,\"\")","v":2},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W11)),\"\")","v":2},{"$f":"ROWS($V$10:Y11)","v":2},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E4)),Y11,\"\")","v":2},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA11)),\"\")","v":2},{"$f":"ROWS($V$10:AB11)","v":2},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F4)),AB11,\"\")","v":2},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD11)),\"\")","v":2},{"$f":"ROWS($V$10:AE11)","v":2},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G4)),AE11,\"\")","v":2},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG11)),\"\")","v":2},{"$f":"ROWS($V$10:AH11)","v":2},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H4)),AH11,\"\")","v":2},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ11)),\"\")","v":2},{"$f":"IF($AK$4=1,X11,IF($AK$4=2,AA11,IF($AK$4=3,AD11,IF($AK$4=4,AG11,IF($AK$4=5,AJ11,ROWS($AK$10:AK11))))))","v":2},null,{"$f":"IF(LEN(B11)>0,ROWS($AM$10:AM11),0)","v":2}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,1),\"\")","v":"BSI (British Standards Institution)"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,2),\"\")","v":"BS 5400: Steel, Concrete and Composite Bridges"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK12,7),\"\")","v":"BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). It is applicable to highway, railway and pedestrian bridges. The standard specifies the requirements and the code of practice on design of steel, concrete (reinforced, prestressed or composite) and composite bridges that use steel sections (rolled or fabricated, cased or uncased), as well as the materials and workmanship in bridge erection. The standard also includes the specification and calculation of standard bridge loads, the application of the limit state principles, analysis, and fatigue load calculation and the reservoir method for fatigue load cycle counting. It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges."},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK12,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V12)","v":3},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C5)),V12,\"\")","v":3},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W12)),\"\")","v":3},{"$f":"ROWS($V$10:Y12)","v":3},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E5)),Y12,\"\")","v":3},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA12)),\"\")","v":3},{"$f":"ROWS($V$10:AB12)","v":3},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F5)),AB12,\"\")","v":3},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD12)),\"\")","v":3},{"$f":"ROWS($V$10:AE12)","v":3},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G5)),AE12,\"\")","v":3},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG12)),\"\")","v":3},{"$f":"ROWS($V$10:AH12)","v":3},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H5)),AH12,\"\")","v":3},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ12)),\"\")","v":3},{"$f":"IF($AK$4=1,X12,IF($AK$4=2,AA12,IF($AK$4=3,AD12,IF($AK$4=4,AG12,IF($AK$4=5,AJ12,ROWS($AK$10:AK12))))))","v":3},null,{"$f":"IF(LEN(B12)>0,ROWS($AM$10:AM12),0)","v":3}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,1),\"\")","v":"BSI (British Standards Institution)"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,2),\"\")","v":"BS 7608:2014+A1; 2015: Guide to fatigue design and assessment of steel products"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,5),\"\")","v":"Fracture & Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,6),\"\")","v":"Structures"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK13,7),\"\")","v":"Guidance and recommendations are provided on general fatigue design philosophy.  The relevant application standard or specification for the particular product being assessed specifies the following:  a) the loading to be assumed for design purposes, including its magnitude and frequency, b) the required life of the structure, c) the environmental conditions, and  d) the required nominal probability of failure."},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK13,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C6)),V13,\"\")","v":4},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W13)),\"\")","v":4},{"$f":"ROWS($V$10:Y13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E6)),Y13,\"\")","v":4},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA13)),\"\")","v":4},{"$f":"ROWS($V$10:AB13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F6)),AB13,\"\")","v":4},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD13)),\"\")","v":4},{"$f":"ROWS($V$10:AE13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G6)),AE13,\"\")","v":4},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG13)),\"\")","v":4},{"$f":"ROWS($V$10:AH13)","v":4},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H6)),AH13,\"\")","v":4},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ13)),\"\")","v":4},{"$f":"IF($AK$4=1,X13,IF($AK$4=2,AA13,IF($AK$4=3,AD13,IF($AK$4=4,AG13,IF($AK$4=5,AJ13,ROWS($AK$10:AK13))))))","v":4},null,{"$f":"IF(LEN(B13)>0,ROWS($AM$10:AM13),0)","v":4}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,1),\"\")","v":"DVS: German Welding Society (Deutscher Verband für Schweißen)"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,2),\"\")","v":"DVS 1608; 2011: Design and strength assessment of welded structures from aluminium alloys in railway applications, and DVS 1612: Design and endurance strength assessment of welded joints with steels in rail vehicle construction"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,5),\"\")","v":"Fracture & Fatigue\nStructural Integrity"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,6),\"\")","v":"Rail"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK14,7),\"\")","v":"DVS 1608 applies to the design and design for static strength fatigue strength of base material and arc-welded joints of aluminum alloys used in rail vehicle construction, which are listed in the DIN 5513 and DVS 1623 standards. It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. It is to be used for welded structures with sheet thicknesses > 2 mm and for some types of joints also with sheet thicknesses > 1.5 mm. "},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK14,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C7)),V14,\"\")","v":5},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W14)),\"\")","v":5},{"$f":"ROWS($V$10:Y14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E7)),Y14,\"\")","v":5},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA14)),\"\")","v":5},{"$f":"ROWS($V$10:AB14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F7)),AB14,\"\")","v":5},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD14)),\"\")","v":5},{"$f":"ROWS($V$10:AE14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G7)),AE14,\"\")","v":5},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG14)),\"\")","v":5},{"$f":"ROWS($V$10:AH14)","v":5},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H7)),AH14,\"\")","v":5},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ14)),\"\")","v":5},{"$f":"IF($AK$4=1,X14,IF($AK$4=2,AA14,IF($AK$4=3,AD14,IF($AK$4=4,AG14,IF($AK$4=5,AJ14,ROWS($AK$10:AK14))))))","v":5},null,{"$f":"IF(LEN(B14)>0,ROWS($AM$10:AM14),0)","v":5}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,2),\"\")","v":"ISO 14728: Rolling bearings - Linear motion rolling bearings"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,5),\"\")","v":"Dynamics"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,6),\"\")","v":"Bearings"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK15,7),\"\")","v":"ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    "},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK15,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C8)),V15,\"\")","v":6},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W15)),\"\")","v":6},{"$f":"ROWS($V$10:Y15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E8)),Y15,\"\")","v":6},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA15)),\"\")","v":6},{"$f":"ROWS($V$10:AB15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F8)),AB15,\"\")","v":6},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD15)),\"\")","v":6},{"$f":"ROWS($V$10:AE15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G8)),AE15,\"\")","v":6},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG15)),\"\")","v":6},{"$f":"ROWS($V$10:AH15)","v":6},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H8)),AH15,\"\")","v":6},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ15)),\"\")","v":6},{"$f":"IF($AK$4=1,X15,IF($AK$4=2,AA15,IF($AK$4=3,AD15,IF($AK$4=4,AG15,IF($AK$4=5,AJ15,ROWS($AK$10:AK15))))))","v":6},null,{"$f":"IF(LEN(B15)>0,ROWS($AM$10:AM15),0)","v":6}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,1),\"\")","v":"ISO"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,2),\"\")","v":"ISO/IEC Guide 98-3; 2008 (JCGM/WG1/100): Uncertainty of measurement -- Part 3: Guide to the expression of uncertainty in measurement (GUM:1995)"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,4),\"\")","v":"Simulation Quality Management"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,5),\"\")","v":"Uncertainty\nMeasurement"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK16,7),\"\")","v":"This standard is a reissue of the 1995 version of the Guide to the Expression of Uncertainty in Measurement (GUM), with minor corrections. It establishes general rules for evaluating and expressing uncertainty in measurement that can be followed at various levels of accuracy and in many fields — from the shop floor to fundamental research. \nMeasurement is involved in making commercial, health, environmental and scientific decisions. Measurement uncertainty enables users to obtain the probability of making an incorrect decision based on measurement, and to manage the consequential risks. Thus, a statement of measurement uncertainty is indispensable in judging the fitness for purpose of a value obtained by measurement.\nThe principles of this Guide are intended to be applicable to a broad spectrum of measurements, including those required for:\n- maintaining quality control and quality assurance in production;\n- complying with and enforcing laws and regulations;\n- conducting basic research, and applied research and development, in science and engineering;\n- calibrating standards and instruments and performing tests throughout a national measurement system in order to achieve traceability to national standards;\n- developing, maintaining, and comparing international and national physical reference standards, including reference materials."},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,15),\"Link\"),\"\")","v":"Link"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK16,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C9)),V16,\"\")","v":7},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W16)),\"\")","v":7},{"$f":"ROWS($V$10:Y16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E9)),Y16,\"\")","v":7},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA16)),\"\")","v":7},{"$f":"ROWS($V$10:AB16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F9)),AB16,\"\")","v":7},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD16)),\"\")","v":7},{"$f":"ROWS($V$10:AE16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G9)),AE16,\"\")","v":7},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG16)),\"\")","v":7},{"$f":"ROWS($V$10:AH16)","v":7},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H9)),AH16,\"\")","v":7},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ16)),\"\")","v":7},{"$f":"IF($AK$4=1,X16,IF($AK$4=2,AA16,IF($AK$4=3,AD16,IF($AK$4=4,AG16,IF($AK$4=5,AJ16,ROWS($AK$10:AK16))))))","v":7},null,{"$f":"IF(LEN(B16)>0,ROWS($AM$10:AM16),0)","v":7}]
[null,{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,1),\"\")","v":"VDI (The Association of German Engineers)"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,2),\"\")","v":"VDI 2230: Systematic calculation of high duty bolted joints"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,3),\"\")","v":"Implemented"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,4),\"\")","v":"Simulation in Support of Design"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,5),\"\")","v":"Structural Integrity"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,6),\"\")","v":"All"},{"$f":"IFERROR(INDEX(Table38[[Grouping]:[Pertinent References ('#3)]],'Aux Standards of Interest'!$AK17,7),\"\")","v":"VDI 2230 deals with the calculation of concentrically and eccentrically clamped steel bolted joints that bear static or alternating working loads. It explains the relationships between forces, moments and deformations and gives the detailed calculation information based on this approach. Calculations are based on the assumption that the sections remain plane when stressed. The calculation process is focused on determining the required bolt dimensions, allowing for the following influential factors: a) Strength grade of the bolt, b) \u0083 Reduction of the assembly preload in the interface or in parts of the interface by the working load, c)  Reduction of the assembly preload by embedding, d) Scatter of the preload during tightening, e) Fatigue strength under an alternating load, and f) Compressive stress on the clamped parts due to the bolt head and/or the nut. "},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,13),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,13),\"Website\"),\"\")","v":"Website"},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,14),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,14),\"Document\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,15),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,15),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,16),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,16),\"Link\"),\"\")","v":""},{"$f":"IF(IFERROR(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,17),\"\")<>\"\",HYPERLINK(INDEX(Table38[[Grouping]:[Reference 3]],'Aux Standards of Interest'!$AK17,17),\"Link\"),\"\")","v":""},null,null,null,null,null,null,null,null,{"$f":"ROWS($V$10:V17)","v":8},{"$f":"IF(ISNUMBER(SEARCH($C$3,'Interest - Data'!C10)),V17,\"\")","v":8},{"$f":"IFERROR(SMALL($W$10:$W$268,ROWS($W$10:W17)),\"\")","v":8},{"$f":"ROWS($V$10:Y17)","v":8},{"$f":"IF(ISNUMBER(SEARCH($C$4,'Interest - Data'!E10)),Y17,\"\")","v":8},{"$f":"IFERROR(SMALL($Z$10:$Z$268,ROWS($Z$10:AA17)),\"\")","v":8},{"$f":"ROWS($V$10:AB17)","v":8},{"$f":"IF(ISNUMBER(SEARCH($C$5,'Interest - Data'!F10)),AB17,\"\")","v":8},{"$f":"IFERROR(SMALL($AC$10:$AC$268,ROWS($AC$10:AD17)),\"\")","v":8},{"$f":"ROWS($V$10:AE17)","v":8},{"$f":"IF(ISNUMBER(SEARCH($C$6,'Interest - Data'!G10)),AE17,\"\")","v":8},{"$f":"IFERROR(SMALL($AF$10:$AF$268,ROWS($AF$10:AG17)),\"\")","v":8},{"$f":"ROWS($V$10:AH17)","v":8},{"$f":"IF(ISNUMBER(SEARCH($C$7,'Interest - Data'!H10)),AH17,\"\")","v":8},{"$f":"IFERROR(SMALL($AI$10:$AI$268,ROWS($AI$10:AJ17)),\"\")","v":8},{"$f":"IF($AK$4=1,X17,IF($AK$4=2,AA17,IF($AK$4=3,AD17,IF($AK$4=4,AG17,IF($AK$4=5,AJ17,ROWS($AK$10:AK17))))))","v":8},null,{"$f":"IF(LEN(B17)>0,ROWS($AM$10:AM17),0)","v":8}]
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The information presented here is based on objective measurements and does not take subjective or psychoacoustic criteria into account.\">AES-5id-1997 (s2019): AES information document for acoustics - Loudspeaker modeling and measurement - Frequency and angular resolution for measuring, presenting, and predicting loudspeaker polar data | <a href=\"http://www.aes.org/publications/standards/search.cfm?docID=5\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>AES (Audio Engineering Society)</td>\n   <td><div title=\"This document, which was stabilized in 2019, provides guidelines for measuring, presenting and predicting polar data from a single acoustic source or from an array of acoustic sources. 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[null,"AIAA","AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations","Implemented","Simulation Quality Management","CFD\nV&V","All","This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://arc.aiaa.org/doi/book/10.2514/4.472855"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://arc.aiaa.org/doi/book/10.2514/4.472855\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations | <a href=\"https://arc.aiaa.org/doi/book/10.2514/4.472855\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations | <a href=\"https://arc.aiaa.org/doi/book/10.2514/4.472855\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. 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The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations | <a href=\"https://arc.aiaa.org/doi/book/10.2514/4.472855\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>CFD\nV&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"This document presents guidelines for assessing the credibility of modeling and simulation in computational fluid dynamics. The two main principles that are necessary for assessing credibility are verification and validation. Verification is the process of determining if a computational simulation accurately represents the conceptual model, but no claim is made of the relationship of the simulation to the real world. Validation is the process of determining if a computational simulation represents the real world. This document defines a number of key terms, discusses fundamental concepts, and specifies general procedures for conducting verification and validation of computational fluid dynamics simulations. The document’s goal is to provide a foundation for the major issues and concepts in verification and validation. However, this document does not recommend standards in these areas because a number of important issues are not yet resolved. It is hoped that the guidelines will aid in the research, development, and use of computational fluid dynamics simulations by establishing common terminology and methodology for verification and validation. The terminology and methodology should also be useful in other engineering and science disciplines.\">AIAA G-077-1998 (2002): Guide for the Verification and Validation of Computational Fluid Dynamics Simulations | <a href=\"https://arc.aiaa.org/doi/book/10.2514/4.472855\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>CFD\nV&V</td>\n<td>All</td>\n</tr>"}]
[null,"AIAA","AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures","Implemented","Simulation in Support of Design","CFD\nData Exchange","All","The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. The intent is to facilitate the exchange of CFD data between sites, between applications codes, and across computing platforms, and to stabilize the archiving of CFD data. The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. It consists of two parts: (1) a standard format for recording the data, and (2) software that reads, writes, and modifies data in that format. The format is a conceptual entity established by the documentation; the software is a physical product supplied to enable developers to access and produce data recorded in that format. The standard format, or paper convention, part of CGNS consists of two fundamental pieces. The first, known as the Standard Interface Data Structures, is described in this Recommended Practice. It defines the intellectual content of the information to be stored. The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. The intent is to facilitate the exchange of CFD data between sites, between applications codes, and across computing platforms, and to stabilize the archiving of CFD data. The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. It consists of two parts: (1) a standard format for recording the data, and (2) software that reads, writes, and modifies data in that format. The format is a conceptual entity established by the documentation; the software is a physical product supplied to enable developers to access and produce data recorded in that format. The standard format, or paper convention, part of CGNS consists of two fundamental pieces. The first, known as the Standard Interface Data Structures, is described in this Recommended Practice. It defines the intellectual content of the information to be stored. The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.\">AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. The intent is to facilitate the exchange of CFD data between sites, between applications codes, and across computing platforms, and to stabilize the archiving of CFD data. The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. It consists of two parts: (1) a standard format for recording the data, and (2) software that reads, writes, and modifies data in that format. The format is a conceptual entity established by the documentation; the software is a physical product supplied to enable developers to access and produce data recorded in that format. The standard format, or paper convention, part of CGNS consists of two fundamental pieces. The first, known as the Standard Interface Data Structures, is described in this Recommended Practice. It defines the intellectual content of the information to be stored. The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.\">AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures | <a href=\"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. The intent is to facilitate the exchange of CFD data between sites, between applications codes, and across computing platforms, and to stabilize the archiving of CFD data. The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. 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The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.\">AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures | <a href=\"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. The intent is to facilitate the exchange of CFD data between sites, between applications codes, and across computing platforms, and to stabilize the archiving of CFD data. The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. 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The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.\">AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures | <a href=\"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>AIAA</td>\n   <td><div title=\"The CFD General Notation System (CGNS) is a standard for recording and recovering computer data associated with the numerical solution of the equations of fluid dynamics. 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The CGNS system consists of a collection of conventions, and software implementing those conventions, for the storage and retrieval of CFD data. It consists of two parts: (1) a standard format for recording the data, and (2) software that reads, writes, and modifies data in that format. The format is a conceptual entity established by the documentation; the software is a physical product supplied to enable developers to access and produce data recorded in that format. The standard format, or paper convention, part of CGNS consists of two fundamental pieces. The first, known as the Standard Interface Data Structures, is described in this Recommended Practice. It defines the intellectual content of the information to be stored. The second, known as the File Mapping, defines the exact location in a CGNS file where the data is to be stored.\">AIAA R-101A-2005 - Recommended Practice: The CFD General Notation System – Standard Interface Data Structures | <a href=\"https://cgns.github.io/CGNS_docs_current/sids/aiaa/R_101A_2005.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>CFD\nData Exchange</td>\n<td>All</td>\n</tr>"}]
[null,"AISC (American Institute of Steel Construction) ","ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings","Implemented","Simulation in Support of Design","Structural Integrity","Structures","This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings | <a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings | <a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a> | <a href=\"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings | <a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a> | <a href=\"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings | <a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a> | <a href=\"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Structures</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>AISC (American Institute of Steel Construction) </td>\n   <td><div title=\"This ANSI-approved Specification has been developed as a consensus document using ANSI-accredited procedures to provide a uniform practice in the design of steel-framed buildings and other structures.  This specification applies to the design, fabrication and erection of the structural steel system or systems with structural steel acting compositely with reinforced concrete.  It is intended to provide design criteria for routine use and not to provide specific criteria for infrequently encountered problems, which occur in the full range of structural design.  \n\nIn APPENDIX 1 of the commentary, DESIGN BY ADVANCED ANALYSIS is covered.  General provisions for designing for stability are presented in Chapter C, in which specific details are provided for the direct analysis method. This Appendix provides details for explicitly modeling system and member imperfections and/or inelasticity within the analysis.  The provisions of this Appendix permit the use of analysis methods that are more sophisticated than those required by Chapter C. The provisions also permit the use of computational analysis (e.g., the finite element method) to replace certain Specification equations used to evaluate limit states covered by Chapters D through H, J and K.\n\">ANSI/AISC 360-16; July 7, 2016: Specification for Structural Steel Buildings | <a href=\"https://www.aisc.org/globalassets/aisc/publications/standards/a360-16-spec-and-commentary.pdf\">Document</a> | <a href=\"https://www.aisc.org/products/publication/standards/specification-for-structural-steel-buildings-ansiaisc-360-162/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Structures</td>\n</tr>"}]
[null,"ANSI","Quality Information Framework (QIF) Standard; 2019: QIF 3.0","Implemented","Data Management","Data Exchange","All","QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.","https://qifstandards.org/dmsc-announces-qif-3-0-release/","https://qifstandards.org/overview/",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://qifstandards.org/dmsc-announces-qif-3-0-release/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://qifstandards.org/overview/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://qifstandards.org/dmsc-announces-qif-3-0-release/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://qifstandards.org/overview/\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0 | <a href=\"https://qifstandards.org/overview/\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0 | <a href=\"https://qifstandards.org/overview/\">Document</a> | <a href=\"https://qifstandards.org/dmsc-announces-qif-3-0-release/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0 | <a href=\"https://qifstandards.org/overview/\">Document</a> | <a href=\"https://qifstandards.org/dmsc-announces-qif-3-0-release/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0 | <a href=\"https://qifstandards.org/overview/\">Document</a> | <a href=\"https://qifstandards.org/dmsc-announces-qif-3-0-release/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ANSI</td>\n   <td><div title=\"QIF™ is a standard integrated information model for the efficient exchange of data between software and equipment modules for discrete product measurement. QIF supports design, metrology, manufacturing, and is critical to the Industry 4.0 and digital thread technology. Because it is XML-based, QIF can be integrated with Internet applications and, unlike some other existing standards, adopting and implementing QIF is relatively easy. The standard also supports newer technologies, including additive manufacturing and the Internet of Things (IoT). Based on the XML standard, QIF contains a Library of XML Schema ensuring both data integrity and data interoperability for Model-Based Enterprises (MBEs).\n\nThe Digital Metrology Standards Consortium (DMSC) has released the updated version of the Quality Information Framework (QIF) Standard: QIF 3.0. The goal was to develop a rule model, that is, the standard of representing rules used in inspection process planning. QIF is an ANSI standard that supports digital thread concepts in engineering applications ranging from product design through manufacturing to quality inspection. The DMSC is responsible for the oversight and maintenance of this standard.\n\nQIF seamlessly defines, organizes, and associates quality information including: measurement plans, results, part geometry and product manufacturing information (PMI), measurement templates, resources, statistical analysis, etc.\">Quality Information Framework (QIF) Standard; 2019: QIF 3.0 | <a href=\"https://qifstandards.org/overview/\">Document</a> | <a href=\"https://qifstandards.org/dmsc-announces-qif-3-0-release/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange</td>\n<td>All</td>\n</tr>"}]
[null,"API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)","API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment","Implemented","Simulation in Support of Design","Structural Integrity","Oil & Gas\nPressure Industries","The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://blog.ansi.org/2016/09/fitness-for-service-api-579asme-ffs-1-2016/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://blog.ansi.org/2016/09/fitness-for-service-api-579asme-ffs-1-2016/\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment | <a href=\"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment | <a href=\"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog\">Website</a> | <a href=\"https://blog.ansi.org/2016/09/fitness-for-service-api-579asme-ffs-1-2016/\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment | <a href=\"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog\">Website</a> | <a href=\"https://blog.ansi.org/2016/09/fitness-for-service-api-579asme-ffs-1-2016/\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Oil & Gas\nPressure Industries</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>API/ASME (American Petroleum Institute/American Society of Mechanical Engineers)</td>\n   <td><div title=\"The publication of this recommended practice in January 2000 provided the refining and petrochemical industry with a compendium of consensus methods for reliable assessment of the structural integrity of equipment containing identified flaws or damage. API RP 579 was written to be used in conjunction with the refining and petrochemical industry's existing codes for pressure vessels, piping and aboveground storage tanks (API 510, API 570 and API 653). The standardized Fitness- For-Service assessment procedures presented in API RP 579 provide technically sound consensus approaches that ensure the safety of plant personnel and the public while aging equipment continues to operate, and can be used to optimize maintenance and operation practices, maintain availability and enhance the long-term economic performance of plant equipment.  \n\nFitness-for-service assessment is a multi-disciplinary engineering approach that is used to determine if equipment is fit to continue operation for some desired future period. The equipment may contain flaws, have sustained damage, or have aged so that it cannot be evaluated by use of the original construction codes. API 579-1/ASME FFS-1 is an ANSI-approved  comprehensive consensus industry recommended practice that can be used to analyze, evaluate, and monitor equipment for continued operation. The main types of equipment covered by this standard are pressure vessels, piping, and tanks.\">API 579-1/ASME FFS-1; June, 2016: Fitness-For-Service Assessment | <a href=\"https://webstore.ansi.org/Standards/ASME/API579ASMEFFS2016?source=blog\">Website</a> | <a href=\"https://blog.ansi.org/2016/09/fitness-for-service-api-579asme-ffs-1-2016/\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Oil & Gas\nPressure Industries</td>\n</tr>"}]
[null,"ASME","ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics","Implemented","Simulation Quality Management","V&V\nStructural Integrity","All","ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. ","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nStructural Integrity</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"ASME V&V 10 provides the computational-solid-and-structural-mechanics community with a common language, a conceptual framework, and general guidance for implementing the processes of computational model V&V.  The reader will find a glossary of terms, figures illustrating the recommended overall approach to V&V activities, and discussions of factors that should be considered in developing and executing a V&V program.  In creating this document, the PTC 60 committee benefited from the earlier contributions to the field of V&V by other groups, especially Reference 2 as well as Reference 3 and 4. \n\nAlthough the state-of-the-art of V&V does not yet lend itself to writing a step-by-step performance code/standard, the guidance provided here will enable managers and practitioners of V&V to better assess and enhance the credibility of CSM models.  To maximize the value to the engineering community, the PTC 60 committee chose to write from the perspective of V&V for high-consequence computational predictions of complex engineering systems.  However, the guidance provided here is also appropriate for simpler applications, recognizing that smaller budgets and lower risks will reduce the scope of the V&V effort.  The concepts and terminology presented here are applicable to all applied mechanics, but the focus is on CSM.\n\nThe document ASME V V 10.1 illustrates, by detailed example, the most important aspects of verification and validation (V&V) described in the document V&V10-2006.\n\nAn update to the guide is expected in 2019. \">ASME V&V 10; 2006: Guide for Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/products/codes-standards/v-v-10-2006-guide-verification-validation\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nStructural Integrity</td>\n<td>All</td>\n</tr>"}]
[null,"ASME","ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer","Implemented","Simulation Quality Management","V&V\nCFD\nHeat Transfer","All","The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  The approach uses the concepts from experimental uncertainty analysis to consider the errors and uncertainties in both the solution and the data.  The scope of this Standard is the quantification of the degree of accuracy of simulation of specified validation variables at a specified validation point for cases in which the conditions of the actual experiment are simulated.  Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.asme.org/products/codes-standards/v-v-20-2009-standard-verification-validation"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asme.org/products/codes-standards/v-v-20-2009-standard-verification-validation\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  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Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.\">ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  The approach uses the concepts from experimental uncertainty analysis to consider the errors and uncertainties in both the solution and the data.  The scope of this Standard is the quantification of the degree of accuracy of simulation of specified validation variables at a specified validation point for cases in which the conditions of the actual experiment are simulated.  Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.\">ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  The approach uses the concepts from experimental uncertainty analysis to consider the errors and uncertainties in both the solution and the data.  The scope of this Standard is the quantification of the degree of accuracy of simulation of specified validation variables at a specified validation point for cases in which the conditions of the actual experiment are simulated.  Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.\">ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer | <a href=\"https://www.asme.org/products/codes-standards/v-v-20-2009-standard-verification-validation\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  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Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.\">ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer | <a href=\"https://www.asme.org/products/codes-standards/v-v-20-2009-standard-verification-validation\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nCFD\nHeat Transfer</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The objective of ASME V V 20 is the specification of a verification and validation approach that quantifies the degree of accuracy inferred from the comparison of solution and data for a specified variable at a specified validation point.  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Consideration of solution accuracy at points within a domain other than the validation points, for example interpolation/extrapolation in a domain of validation, is a matter of engineering judgment specific to each family of problems and is beyond the scope of this Standard.\">ASME V&V 20; 2009: Standard for Verification and Validation in Computational Fluid Mechanics and Heat Transfer | <a href=\"https://www.asme.org/products/codes-standards/v-v-20-2009-standard-verification-validation\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nCFD\nHeat Transfer</td>\n<td>All</td>\n</tr>"}]
[null,"ASME","ASME V&V 30: V&V in Computational Simulation of Nuclear System Thermal Fluids Behavior","In Development","Simulation Quality Management","V&V\nCFD\nHeat Transfer","Nuclear","Provides the practices and procedures for verification and validation of software used to calculate nuclear system thermal fluids behavior. The software includes system analysis and computational fluid dynamics, including the coupling of this software. 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The software includes system analysis and computational fluid dynamics, including the coupling of this software. \">ASME V&V 30: V&V in Computational Simulation of Nuclear System Thermal Fluids Behavior"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"Provides the practices and procedures for verification and validation of software used to calculate nuclear system thermal fluids behavior. 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[null,"ASME","ASME V&V 40; 2018: Assessing Credibility of Computational Modeling through Verification and Validation: Application to Medical Devices","Implemented","Simulation Quality Management","V&V","Biomedical","Procedures to standardize verification and validation for computational modeling of medical devices ","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.asme.org/products/codes-standards/vv-40-2018-assessing-credibility-computational"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asme.org/products/codes-standards/vv-40-2018-assessing-credibility-computational\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"Procedures to standardize verification and validation for computational modeling of medical devices \">ASME V&V 40; 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[null,"ASME","ASME V&V 50: Verification and Validation of Computational Modeling for Advanced Manufacturing","In Development","Simulation Quality Management","V&V","Manufacturing","Procedures for verification, validation, and uncertainty quantification in modeling and computational simulation for advanced manufacturing",null,null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=101978604"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 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Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"Procedures for verification, validation, and uncertainty quantification in modeling and computational simulation for advanced manufacturing\">ASME V&V 50: Verification and Validation of Computational Modeling for Advanced Manufacturing | <a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=101978604\">Link </a></div></td>\n<td>In Development</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Manufacturing</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"Procedures for verification, validation, and uncertainty quantification in modeling and computational simulation for advanced manufacturing\">ASME V&V 50: Verification and Validation of Computational Modeling for Advanced Manufacturing | <a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=101978604\">Link </a></div></td>\n<td>In Development</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Manufacturing</td>\n</tr>"}]
[null,"ASME","ASME V&V 60: Verification and Validation of Computational Modeling in Energy Systems","In Development","Simulation Quality Management","V&V","All","Best practice procedures for verification, validation, and uncertainty quantification in computational modeling and simulations as applied in non-nuclear energy systems.",null,null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=102109418"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 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applied in non-nuclear energy systems.\">ASME V&V 60: Verification and Validation of Computational Modeling in Energy Systems | <a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=102109418\">Link </a></div></td>\n<td>In Development</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"}]
[null,"ASME","BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules","Implemented","Simulation in Support of Design","Structural Integrity","Nuclear\nPressure Industries","The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. Two design approaches are present in the code: design by rules and design by analysis. Design by Analysis in ASME VIII-2 Part 5 is used to complement the Design by Rules parts of the code.  The design requirements for application of the design-by-analysis methodology of this Division are described in Part 5. Detailed design procedures utilizing the results from a stress analysis are provided to evaluate components for plastic collapse, local failure, buckling, and cyclic loading. Supplemental requirements are provided for the analysis of bolts, perforated plates and layered vessels. Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.asme.org/products/codes-standards/bpvcviii2-2015-bpvc-section-viiirules"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.asme.org/wwwasmeorg/media/ResourceFiles/Shop/Standards/New Releases/ASME-BPVC-Brochure-webview.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asme.org/products/codes-standards/bpvcviii2-2015-bpvc-section-viiirules\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.asme.org/wwwasmeorg/media/ResourceFiles/Shop/Standards/New Releases/ASME-BPVC-Brochure-webview.pdf\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. 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Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.\">BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. Two design approaches are present in the code: design by rules and design by analysis. Design by Analysis in ASME VIII-2 Part 5 is used to complement the Design by Rules parts of the code.  The design requirements for application of the design-by-analysis methodology of this Division are described in Part 5. Detailed design procedures utilizing the results from a stress analysis are provided to evaluate components for plastic collapse, local failure, buckling, and cyclic loading. Supplemental requirements are provided for the analysis of bolts, perforated plates and layered vessels. Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.\">BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. Two design approaches are present in the code: design by rules and design by analysis. Design by Analysis in ASME VIII-2 Part 5 is used to complement the Design by Rules parts of the code.  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Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.\">BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules | <a href=\"https://www.asme.org/products/codes-standards/bpvcviii2-2015-bpvc-section-viiirules\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. Two design approaches are present in the code: design by rules and design by analysis. Design by Analysis in ASME VIII-2 Part 5 is used to complement the Design by Rules parts of the code.  The design requirements for application of the design-by-analysis methodology of this Division are described in Part 5. 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Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.\">BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules | <a href=\"https://www.asme.org/products/codes-standards/bpvcviii2-2015-bpvc-section-viiirules\">Website</a> | <a href=\"https://www.asme.org/wwwasmeorg/media/ResourceFiles/Shop/Standards/New Releases/ASME-BPVC-Brochure-webview.pdf\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME Boiler and Pressure Vessel Code VIII is the most frequently used pressure vessel design code in the world. 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Procedures are also provided for design using the results from an experimental stress analysis, and for fracture mechanics evaluations.\">BPVC Section VIII-Rules for Construction of Pressure Vessels Division 2-Alternative Rules | <a href=\"https://www.asme.org/products/codes-standards/bpvcviii2-2015-bpvc-section-viiirules\">Website</a> | <a href=\"https://www.asme.org/wwwasmeorg/media/ResourceFiles/Shop/Standards/New Releases/ASME-BPVC-Brochure-webview.pdf\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Nuclear\nPressure Industries</td>\n</tr>"}]
[null,"ASME","V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5","In Development","Simulation Quality Management","V&V","Biomedical","The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    ","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=100108782"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=100108782\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    \">V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    \">V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    \">V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5 | <a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=100108782\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"The ASME V&V 40 Subcommittee is chartered with providing procedures to standardize verification and validation for computational modeling of medical devices.  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The committee is currently developing the following:   V&V 40.1 Using (historical) clinical data as a comparator  V&V 40.2 Extending an appendix example or create example that’s end-to-end  V&V 40.3 V&V for patient-specific models: surgical planning and clinical-decision making - software as a medical device  V&V 40.4 Solution verification best practices  V&V 40.5 Mock Submission – V&V 40 Practice in Regulatory Applications    \">V&V 40.1, V&V 40.2, V&V 40.3, V&V 40.4 & V&V 40.5 | <a href=\"https://cstools.asme.org/csconnect/CommitteePages.cfm?Committee=100108782\">Website</a></div></td>\n<td>In Development</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Biomedical</td>\n</tr>"}]
[null,"ASME","V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics","Implemented","Simulation Quality Management","V&V\nStructural Integrity","All","This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.asme.org/codes-standards/find-codes-standards/v-v-10-1-illustration-concepts-verification-validation-computational-solid-mechanics"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asme.org/codes-standards/find-codes-standards/v-v-10-1-illustration-concepts-verification-validation-computational-solid-mechanics\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).\">V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).\">V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).\">V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/codes-standards/find-codes-standards/v-v-10-1-illustration-concepts-verification-validation-computational-solid-mechanics\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined 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<td><div title=\"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).\">V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/codes-standards/find-codes-standards/v-v-10-1-illustration-concepts-verification-validation-computational-solid-mechanics\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nStructural Integrity</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASME</td>\n   <td><div title=\"This document illustrates, by detailed example, the most important aspects of V&V described in the V&V 10 Committee’s framework document, Guide to Verification and Validation in Computational Solid Mechanics (V&V 10).\">V&V 10.1 -2012 An Illustration of the Concepts of Verification and Validation in Computational Solid Mechanics | <a href=\"https://www.asme.org/codes-standards/find-codes-standards/v-v-10-1-illustration-concepts-verification-validation-computational-solid-mechanics\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nStructural Integrity</td>\n<td>All</td>\n</tr>"}]
[null,"ASTM","ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading","Implemented","Simulation Quality Management","Structural Integrity","Biomedical","This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.astm.org/Standards/F2514.htm"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.astm.org/Standards/F2514.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading | <a href=\"https://www.astm.org/Standards/F2514.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading | <a href=\"https://www.astm.org/Standards/F2514.htm\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading | <a href=\"https://www.astm.org/Standards/F2514.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes general requirements and considerations for the development of finite element models used in the evaluation of the performance of a metallic vascular stent design under uniform radial loading. Suggested criteria are provided for evaluating the typical cases of metallic stents under uniform radially oriented and pulsatile loading. Recommended procedures for checking and validating the finite element model(s) are provided as a means to assess the model and analysis results. Finally, the recommended content of an engineering report covering the mechanical simulations is presented.\nThis guide is limited in discussion to the finite element structural analysis of metallic stents of the following types: a) Plastically deformable metal stents, b) Self-expanding metal stents, c) Plastically deformable metal portions of covered stents, and d) Metal portions of self-expanding covered metal stents.\">ASTM F2514-08; 2014: Standard Guide for Finite Element Analysis (FEA) of Metallic Vascular Stents Subjected to Uniform Radial Loading | <a href=\"https://www.astm.org/Standards/F2514.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"}]
[null,"ASTM","ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems","Implemented","Simulation Quality Management","Structural Integrity","Biomedical","This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.astm.org/Standards/F2996.htm"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.astm.org/Standards/F2996.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems | <a href=\"https://www.astm.org/Standards/F2996.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. 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This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems | <a href=\"https://www.astm.org/Standards/F2996.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This practice establishes requirements and considerations for the numerical simulation of non-modular (that is, limited to monolithic stems with only a femoral head / trunnion taper interface) metallic orthopaedic hip stems using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F2996-13; 2013: Standard Practice for Finite Element Analysis (FEA) of Non-Modular Metallic Orthopaedic Hip Femoral Stems | <a href=\"https://www.astm.org/Standards/F2996.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"}]
[null,"ASTM","ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions","Implemented","Simulation Quality Management","Structural Integrity","Biomedical","This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.astm.org/Standards/F3161.htm"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.astm.org/Standards/F3161.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions | <a href=\"https://www.astm.org/Standards/F3161.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions | <a href=\"https://www.astm.org/Standards/F3161.htm\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions | <a href=\"https://www.astm.org/Standards/F3161.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This standard establishes requirements and considerations for the numerical simulation of metallic orthopaedic cemented and cementless total knee femoral components using Finite Element Analysis (FEA) techniques for the estimation of stresses and strains. This standard is only applicable to stresses below the yield strength, as provided in the material certification.\">ASTM F3161-16; 2016: Standard Test Method for Finite Element Analysis (FEA) of Metallic Orthopaedic Total Knee Femoral Components under Closing Conditions | <a href=\"https://www.astm.org/Standards/F3161.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Biomedical</td>\n</tr>"}]
[null,"ASTM","ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications","Implemented","Simulation Quality Management","Radiation","Biomedical\nNuclear","This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications | <a href=\"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications | <a href=\"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications | <a href=\"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Radiation</td>\n<td>Biomedical\nNuclear</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide describes different mathematical methods that may be used to calculate absorbed dose and criteria for their selection. Absorbed-dose calculations can determine the effectiveness of the radiation process, estimate the absorbed-dose distribution in product, or supplement or complement, or both, the measurement of absorbed dose.\nThis guide covers the calculation of radiation transport of electrons and photons with energies up to 25 MeV. The mathematical methods described include Monte Carlo, point kernel, discrete ordinate, semi-empirical and empirical methods.\nThis guide assists the user in determining if mathematical methods are a useful tool. This guide may assist the user in selecting an appropriate method for calculating absorbed dose. The user must determine whether any of these mathematical methods are appropriate for the solution to their specific application and what, if any, software to apply.\">ASTM E2232 - 10; 2017: Standard Guide for Selection and Use of Mathematical Methods for Calculating Absorbed Dose in Radiation Processing Applications | <a href=\"https://www.astm.org/DATABASE.CART/HISTORICAL/E2232-10.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Radiation</td>\n<td>Biomedical\nNuclear</td>\n</tr>"}]
[null,"ASTM","ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets","Implemented","Simulation Quality Management","Material Characterisation\nV&V","All","This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets | <a href=\"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets | <a href=\"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets | <a href=\"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Material Characterisation\nV&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ASTM</td>\n   <td><div title=\"This guide establishes a process for the verification of application software used to calculate the mechanical properties of materials.  It has two purposes: (1) it provides guidelines for creating standard data sets for verifying computer-generated test results, and (2) it describes how users can verify whether the calculations in their application software produce accurate, acceptable results. This does not ensure that the software will produce correct results in all cases. The verification is only for those conditions covered by the standard data sets. This guide uses the concept of standard “data sets,” which are made available by the ASTM groups responsible for each of the individual standards.\">ASTM E2443-05; 2018, e1: Standard Guide For Verifying Computer-Generated Test Results Through The Use Of Standard Data Sets | <a href=\"https://webstore.ansi.org/Standards/ASTM/ASTME2443052018e1\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Material Characterisation\nV&V</td>\n<td>All</td>\n</tr>"}]
[null,"ASTM","ASTM E2898 - 14: Standard Guide for Risk-Based Validation of Analytical Methods for PAT Applications","Implemented","Simulation Quality Management","V&V","Biomedical","This guide provides an overview to the risk-based validation of process analytical methods under a process analytical technology (PAT) paradigm for pharmaceuticals and biopharmaceuticals and as such includes guidance on assessing risk to product quality from inappropriate method validation. It builds on existing standards on the topic of validation concentrating on applying such standards to analytical methods for on-line analysis. In particular, it addresses the validation of at-line, on-line, or in-line PAT measurements and covers both API and Drug Product (DP) measurements. 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[null,"AWS (American Welding Society)","AWS A9.5; 2013: Guide for Verification and Validation in Computation Weld Mechanics","Implemented","Simulation Quality Management","Structural Integrity\nCFD\nHeat Transfer\nResidual Stress \nV&V","Manufacturing","This guide introduces computational weld mechanics methodology through an overview of the current technology. It presents current practices for heat transfer, microstructure, residual stress, and distortion calculations. It also provides guidelines for assessing the capability and accuracy of computational weld mechanics (CWM) models.  In addition, a framework for developing verification and validation (V&V) procedures for these models is presented through an example related to the prediction of thermo-mechanical conditions. 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It presents current practices for heat transfer, microstructure, residual stress, and distortion calculations. It also provides guidelines for assessing the capability and accuracy of computational weld mechanics (CWM) models.  In addition, a framework for developing verification and validation (V&V) procedures for these models is presented through an example related to the prediction of thermo-mechanical conditions. 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This document establishes the foundation for future V&V operations to allow for other emerging computational weld mechanics tools.\n\">AWS A9.5; 2013: Guide for Verification and Validation in Computation Weld Mechanics | <a href=\"https://pubs.aws.org/p/1168/a952013-guide-for-verification-and-validation-in-computation-weld-mechanics\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>AWS (American Welding Society)</td>\n   <td><div title=\"This guide introduces computational weld mechanics methodology through an overview of the current technology. It presents current practices for heat transfer, microstructure, residual stress, and distortion calculations. 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[null,"BSI (British Standards Institution)","BS 7910:2013+A1; 2015: Guide to methods for assessing the acceptability of flaws in metallic structures","Implemented","Simulation in Support of Design","Fracture & Fatigue\nStructural Integrity","Power\nPressure Systems\nOil and Gas","This standard provides a guide to methods using fracture mechanics principles for assessing the acceptability of flaws in metallic structures (weld defects in particular). The technique is also referred to as an engineering critical assessment (ECA) or damage tolerance, and is complementary to other methods of weld quality assurance.  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The methods are also applicable to flaws such as fabrication cracks, fatigue cracks, creep cracks and corrosion damage that can arise during the manufacture and use of metallic components.\">BS 7910:2013+A1; 2015: Guide to methods for assessing the acceptability of flaws in metallic structures | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030346068\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"This standard provides a guide to methods using fracture mechanics principles for assessing the acceptability of flaws in metallic structures (weld defects in particular). 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The technique is also referred to as an engineering critical assessment (ECA) or damage tolerance, and is complementary to other methods of weld quality assurance.  The methods are also applicable to flaws such as fabrication cracks, fatigue cracks, creep cracks and corrosion damage that can arise during the manufacture and use of metallic components.\">BS 7910:2013+A1; 2015: Guide to methods for assessing the acceptability of flaws in metallic structures | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030346068\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fracture & Fatigue\nStructural Integrity</td>\n<td>Power\nPressure Systems\nOil and Gas</td>\n</tr>"}]
[null,"CEN","BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles","Implemented","Simulation in Support of Design","Dynamics","Rail","This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. 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It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods.\">BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>CEN</td>\n   <td><div title=\"This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods.\">BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>CEN</td>\n   <td><div title=\"This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods.\">BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030344373\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>CEN</td>\n   <td><div title=\"This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods.\">BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. 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Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030344373\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Dynamics</td>\n<td>Rail</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>CEN</td>\n   <td><div title=\"This European Standard describes a common calculation method for railway applications. It describes the general algorithms utilizing mean value calculation for use in the design and validation of brake equipment and braking performance for all types of train sets and single vehicles. In addition the algorithms provide a means of comparing the results of other braking performance calculation methods.\">BS EN 14531-1:2015+A1:2018 - Railway applications. Methods for calculation of stopping and slowing distances and immobilization braking. General algorithms utilizing mean value calculation for train sets or single vehicles | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030344373\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Dynamics</td>\n<td>Rail</td>\n</tr>"}]
[null,"CEN/TC 256","EN 12663 Railway applications - Structural requirements of railway vehicle bodies","Implemented","Simulation in Support of Design","Structural Analysis","Rail","This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://shop.bsigroup.com/ProductDetail/?pid=000000000030152552"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030152552\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>CEN/TC 256</td>\n   <td><div title=\"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles.\">EN 12663 Railway applications - Structural requirements of railway vehicle bodies"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>CEN/TC 256</td>\n   <td><div title=\"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles.\">EN 12663 Railway applications - Structural requirements of railway vehicle bodies"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>CEN/TC 256</td>\n   <td><div title=\"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles.\">EN 12663 Railway applications - Structural requirements of railway vehicle bodies | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030152552\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>CEN/TC 256</td>\n   <td><div title=\"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. It is used throughout the world for car body mounted equipment of railway vehicles.\">EN 12663 Railway applications - Structural requirements of railway vehicle bodies | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030152552\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>CEN/TC 256</td>\n   <td><div title=\"This standard focuses on demonstrating the fulfilment of structural requirements through simulation. 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It is used throughout the world for car body mounted equipment of railway vehicles.\">EN 12663 Railway applications - Structural requirements of railway vehicle bodies | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030152552\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Analysis</td>\n<td>Rail</td>\n</tr>"}]
[null,"CFR (Code of Federal Regulations)","Title 14 (Aeronautics and Space)-Structural Analysis","Implemented","Simulation Quality Management","Certification","Aerospace","This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.risingup.com/fars/info/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.risingup.com/fars/info/\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl\">Website</a> | <a href=\"https://www.risingup.com/fars/info/\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl\">Website</a> | <a href=\"https://www.risingup.com/fars/info/\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to CFR Parts 23, 25, 27, and 29 regarding airworthiness type certification:\n• CFR Parts 23/25.301(b), “… Methods used to determine load intensities and distributions must be validated … unless the methods … are shown to be reliable or conservative…”\n• CFR Part 25.305(b), “…When analytical methods are used to show compliance with the ultimate load strength requirements, it must be shown that-- … The methods and assumptions used are sufficient to cover the effects of these deformations.”\n• CFR Parts 23/25/27/29.307(a), “… Structural analysis may be used only if … experience has shown this method to be reliable. In other cases, substantiating load tests must be made.”\">Title 14 (Aeronautics and Space)-Structural Analysis | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?SID=cda189e3899197d192ce50d83b239fdc&mc=true&tpl=/ecfrbrowse/Title14/14cfrv1_02.tpl\">Website</a> | <a href=\"https://www.risingup.com/fars/info/\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"}]
[null,"CFR (Code of Federal Regulations)","Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components","Implemented","Simulation in Support of Design","Certification","Automotive","Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Certification</td>\n<td>Automotive</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"Simulation and Validation of FMVSS 207/210 applies to automotive seats, their attachment assemblies, and seat belt anchorage assemblies. These regulations ensure their proper location for effective occupant restraint, and it also minimizes the possibility of anchorage failure due to the forces resulting from a vehicle crash. These requirements are the most critical in seat development process and are generally considered the benchmark for an automotive seat’s safety performance. Finite Element Analysis (FEA) is widely used to simulate the FMVSS 207/210 on a component level as well as on a complete seat system level. Quasi-static simulations are widely used to simulate the requirement.\">Title 49 (Transportation)-CFR Part 571; Federal Motor Vehicle Safety Standards (FMVSS) 207/210: Automotive occupant safety and assessing the strength of driver seat failure components | <a href=\"https://www.ecfr.gov/cgi-bin/text-idx?tpl=/ecfrbrowse/Title49/49cfr571_main_02.tpl\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Certification</td>\n<td>Automotive</td>\n</tr>"}]
[null,"CFR (Code of Federal Regulations)","Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification","Implemented","Simulation Quality Management","Certification","Aerospace","This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n","Visit",null,"Visit","Visit","Visit",{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.risingup.com/fars/info/25-index.shtml"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.faa.gov/documentLibrary/media/Order/FAA_Order_8110_4C_Chg_6.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":"https://www.risingup.com/fars/info/part25-305-FAR.shtml"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":"https://www.risingup.com/fars/info/part25-307-FAR.shtml"},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.risingup.com/fars/info/25-index.shtml\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.faa.gov/documentLibrary/media/Order/FAA_Order_8110_4C_Chg_6.pdf\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-305-FAR.shtml\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-307-FAR.shtml\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification | <a href=\"https://www.risingup.com/fars/info/25-index.shtml\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification | <a href=\"https://www.risingup.com/fars/info/25-index.shtml\">Website</a> | <a href=\"https://www.faa.gov/documentLibrary/media/Order/FAA_Order_8110_4C_Chg_6.pdf\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-305-FAR.shtml\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-307-FAR.shtml\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification | <a href=\"https://www.risingup.com/fars/info/25-index.shtml\">Website</a> | <a href=\"https://www.faa.gov/documentLibrary/media/Order/FAA_Order_8110_4C_Chg_6.pdf\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-305-FAR.shtml\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-307-FAR.shtml\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>CFR (Code of Federal Regulations)</td>\n   <td><div title=\"This order sets procedures for evaluating and approving aircraft, engine, and propeller type design data and changes to approved type design data. It applies to Aircraft Certification Service personnel, Flight Standards Service personnel, Aircraft Evaluation Groups, and persons and organizations designated by the Administrator associated with the certification processes required by Title 14 of the Code of Federal Regulations part 21.\n\nIn reference to FAA Order 8110.4C, 2-6g:  Engineering analysis is an integral part of showing compliance. It encompasses the full range of analytical techniques such as textbook formulas, computer algorithms, computer modeling/simulation, or structured assessments. “… The FAA approves the data, not the analytical technique, so the FAA holds no list of acceptable analyses, approved computer codes, or standard formulas. Use of a well established analysis technique is not enough to guarantee the validity of the result. The applicant must show the data are valid. Consequently, the Aircraft Certification Office (ACO) and its representatives are responsible for finding the data accurate, and applicable, and that the analysis does not violate the assumptions of the problem.”\n\nIn reference to CFR Parts 25.305 and 25.307: \n• The applicant must validate the FEM before it can become an acceptable analysis method.\n• Prior to accomplishing the appropriate tests, predicted strains are generated at strain gauge locations. These predictions are then compared to the test results. A good correlation with small deviation indicates that the model geometry, stiffness data, internal load distribution, and boundary conditions are acceptable.\n• Strain gauges are required in high stress regions and complex geometry.\n• Application of realistic load is used to validate the FEM. Each of the three main aspects of the modeling process should be addressed, that is, external load application,\nmodel stiffness (nodes and elements), and boundary conditions.\n• The strain gage results from each test must correlate to the predicted results within zero to ten percent for the FEM to be accepted as validated without further evaluation.\n\">Title 14 (Aeronautics and Space)-Engineering Analysis for Aircraft Type Certification | <a href=\"https://www.risingup.com/fars/info/25-index.shtml\">Website</a> | <a href=\"https://www.faa.gov/documentLibrary/media/Order/FAA_Order_8110_4C_Chg_6.pdf\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-305-FAR.shtml\">Link </a>\n<a href=\"https://www.risingup.com/fars/info/part25-307-FAR.shtml\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"}]
[null,"CIBSE (The Chartered Institution of Building Services Engineers)","AM11 Building Performance Modelling; 2015","Implemented","Simulation Guidance","CFD","All","This Building Performance Modelling (BPM) guide has taken into consideration many of the real issues of simulating buildings and their systems whilst still focusing on compliance with building regulations and quality assurance issues. BPM covers the general concepts of energy and environmental modelling and in particular focuses on: quality assurance procedures, compliance with UK and some international building energy efficiency codes, thermal environment and energy, ventilation, lighting and plant modelling. This best practice document provides guidance on CFD and how it is best used in the content of Building Performance Modelling.\n\nThe quality assurance aspects of this document are applicable to most industries. 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[null,"DNV","DNVGL-RP-C208 Determination of structural capacity by non-linear finite element analysis methods","Released","Simulation Quality Management","Structural Integrity","Defence\nMarine\nOil & Gas","This document is intended to give guidance on how to establish structural resistance by use of non-linear finite element (FE) methods. It deals with determining the characteristic resistance of a structure or part of a structure in a way that fulfils the requirements to ultimate strength in DNV GL standards. 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[null,"DNV (Det Norske Veritas)","DNV-DS-J102 Standard: Design and Manufacture of Wind Turbine Blades, Offshore and Onshore Wind Turbines","Implemented","Simulation in Support of Design","V&V","Wind","This standard establishes templates for the four core products of the Modeling and Simulation Verification, Validation, and Accreditation processes.  It provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNV/codes/docs/2010-11/DS-J102.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNV/codes/docs/2010-11/DS-J102.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard establishes templates for the four core products of the Modeling and Simulation Verification, Validation, and Accreditation processes.  It provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DNV-DS-J102 Standard: Design and Manufacture of Wind Turbine Blades, Offshore and Onshore Wind Turbines"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard establishes templates for the four core products of the Modeling and Simulation Verification, Validation, and Accreditation processes.  It provides consistent documentation that minimizes redundancy and maximizes reuse of information.  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This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DNV-DS-J102 Standard: Design and Manufacture of Wind Turbine Blades, Offshore and Onshore Wind Turbines | <a href=\"https://rules.dnvgl.com/docs/pdf/DNV/codes/docs/2010-11/DS-J102.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard establishes templates for the four core products of the Modeling and Simulation Verification, Validation, and Accreditation processes.  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[null,"DNV (Det Norske Veritas)","DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures","Implemented","Simulation in Support of Design","Fatigue\nStructural Integrity","Offshore\nOil & Gas\nWind","This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fatigue\nStructural Integrity</td>\n<td>Offshore\nOil & Gas\nWind</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This recommended practice applies to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\nWhen performing FEA for the design of plated structures it is often more convenient to extract hot spot stress from the analysis than that of a nominal stress. Guidance on finite element modelling and hot spot stress derivation is presented in [4.3]. The calculated hot spot stress is then entered a hot spot S-N curve for derivation of cycles to failure. Also here additional stresses resulting from fabrication tolerances for butt welds and cruciform joints should be considered. This recommended practice presents recommendations in relation to fatigue analyses based on fatigue tests (S-N data) and fracture mechanics. Conditions for the validity of the recommended practice are given in [1.2]. The aim of fatigue design is to ensure that the structure has an adequate fatigue life. Calculated fatigue lives also form the basis for efficient inspection programmes during fabrication and the operational life of the structure. To ensure that the structure will fulfil its intended function, a fatigue assessment, supported where appropriate by a detailed fatigue analysis, should be carried out for each individual member, which is subjected to fatigue loading. It should be noted that any element or member of the structure, every welded joint and attachment or other form of stress concentration, is potentially a source of fatigue cracking and should be individually considered.\n\n\">DNVGL-RP-C203; 2016: Fatigue design of offshore steel structures | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/RP/2016-04/DNVGL-RP-C203.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fatigue\nStructural Integrity</td>\n<td>Offshore\nOil & Gas\nWind</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-ST-F201; 2018: Dynamic risers","Implemented","Simulation in Support of Design","Structural Integrity\nDynamics","Offshore\nOil & Gas","This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity\nDynamics</td>\n<td>Offshore\nOil & Gas</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) gives criteria, requirements and guidance on structural design and analysis of riser systems exposed to static and dynamic loading for use in the offshore petroleum and natural gas industries. The major benefits in using this standard comprise:  a) provision of riser solutions with consistent safety level based on flexible limit state design principles; b) application of safety class methodology linking acceptance criteria to consequence of failure; and c) provision of state-of-the-art limit state functions in a load and resistance factor design (LRFD) format with reliability-based calibration of partial safety factors.\n\n As an alternative, a simple conservative working stress design (WSD) format is also given: a) guidance and requirements for efficient global analyses and introduce a consistent link between design checks (failure modes), load conditions and load effect assessment in the course of the global analyses; and b) allowance for the use of innovative techniques and procedures, such as reliability-based design methods.\">DNVGL-ST-F201; 2018: Dynamic risers | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2018-01/DNVGL-ST-F201.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity\nDynamics</td>\n<td>Offshore\nOil & Gas</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-CG-0127; October, 2015: Finite Element Analysis","Implemented","Simulation Quality Management","Structural Integrity","Marine","This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline describes the scope and methods required for structural analysis of ships and the background for how such analyses should be carried out. The class guidelines application is based on relevant Rules for Classification of Ships. The DNV GL Rules for Classification of Ships may require direct structural strength analyses as given in the rules.  Structural analyses carried out in accordance with the procedure outlined in this class guideline will normally be accepted as basis for plan approval.\n\nThe objective of this Class Guideline is: a) To give a guidance for finite element analyses and assessment of ship hull structures in accordance with the Rules for Classification of Ships, b) To give a general description of relevant finite element analyses, and c) To achieve a reliable design by adopting rational analysis procedures.\n\">DNVGL-CG-0127; October, 2015: Finite Element Analysis | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0127.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-CG-0130; January, 2018: Wave loads","Implemented","Simulation Quality Management","Loading","Marine","This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Loading</td>\n<td>Marine</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline gives a transparent and detailed description of the hydrodynamic analysis methods and procedures to support and satisfy requirements given in DNVGL-RU-SHIP Pt.3, DNVGL-RU-SHIP Pt.5 and DNVGL-RU-SHIP Pt.6.\nThis class guidelines covers the procedures for calculation of wave induced loads, ship motions and accelerations of monohull displacement ships. Sec.7 to Sec.11 describe the approaches to calculate loads according to the rules for classification. Sec.1 to Sec.6 contain more detailed descriptions of wave conditions, statistics, concepts and approaches, which may be referred to in Sec.7 to Sec.11. Sec. 12 covers aspects related to modelling and quality assurance. Hydroelastic responses like whipping and springing are covered by DNVGL-CG-0153.\">DNVGL-CG-0130; January, 2018: Wave loads | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2018-01/DNVGL-CG-0130.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Loading</td>\n<td>Marine</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships","Implemented","Simulation Quality Management","Structural Integrity","Marine","This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.",null,"Document","Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://standards.globalspec.com/std/10271316/dnvgl-cg-0131"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://standards.globalspec.com/std/10271316/dnvgl-cg-0131\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a> | <a href=\"https://standards.globalspec.com/std/10271316/dnvgl-cg-0131\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a> | <a href=\"https://standards.globalspec.com/std/10271316/dnvgl-cg-0131\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This Class Guideline (CG) should be considered in connection with DNV GL Rules for Classification of Ships, RU SHIP Pt.3, Hull and RU SHIP Pt.5 Ch.2, Container Ships. It describes the scope and methods required for structural analysis of container ships and the background for how such analyses should be carried out. The description is based on relevant rules for Classification of Ships.\n\nThe DNV GL Rules for Classification of Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size. Structural analyses carried out in accordance with the procedure outlined here and in DNVGL-CG-0127 Finite Element Analysis will fulfil the requirements to calculations as required by the rules.\n\nThe objective of this Classification Guideline is:  a)To give a guidance for design and assessment of the hull structures of container ships in accordance with\nthe Rules for Classification of Ships, b) To give a general description on how to carry out relevant calculations and analyses, c) To suggest alternative methods for torsion response calculation, and d) To achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0131; January, 2018: Strength analysis of hull structure in container ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0131.pdf\">Document</a> | <a href=\"https://standards.globalspec.com/std/10271316/dnvgl-cg-0131\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships","Implemented","Simulation Quality Management","Structural Integrity","Marine","This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This class guideline (CG) should be considered in connection with the DNV GL rules for classification: Ships DNVGL-RU-SHIP Pt.3 and DNVGL-RU-SHIP Pt.5 Ch.1 Sec.5. This class guideline describes the scope and methods required for structural analysis of general cargo ships and multi-purpose dry cargo ships and the background for how such analyses should be carried out. The description is based on relevant rules for classification of ships, guidance and software.\nThe DNV GL rules for classification: Ships may require direct structural strength analyses in case of a complex structural arrangement, or unusual vessel size.\nStructural analyses carried out in accordance with the procedure outlined here and in the DNVGL-CG-0127 fulfills the requirements for calculation in the rules.\n\nThe objective of this CG is:  a) to give a guidance for design and assessment of the hull structures of MPV’s in accordance with the DNV GL rules for classification: Ships, b) to give a general description on how to carry out relevant calculations and analyses, c) to suggest alternative methods for torsion response calculation, and d) to achieve a reliable design by adopting rational design and analysis procedures.\">DNVGL-CG-0151; July, 2017: Strength analysis of general cargo and multi-purpose dry cargo ships | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2017-07/DNVGL-CG-0151.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Structural Integrity</td>\n<td>Marine</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing","Implemented","Simulation in Support of Design","Fatigue\nStructural Integrity","Marine","Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fatigue\nStructural Integrity</td>\n<td>Marine</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"Next to the quasi-static wave loads, the ship’s hull is subjected to wave-induced vibrations. The stiffness of the ship structure and the ship mass distribution can be regarded as a simple mass-spring system, which is associated with a natural frequency. Exposed to wave loads, the hull girder may vibrate with its natural frequencies. The vibration may be excited by nonlinear impulsive wave loads such as bow flare-, bottom- or stern slamming, which leads to sudden vibrations. This is referred to as whipping. The vibration may also be excited by oscillating wave loads, which may lead to resonance vibrations. This is referred to as springing. Springing can be caused by both linear and nonlinear excitation, where the encounter frequency or the sum of two encounter frequencies coincides with a natural frequency of the hull girder. \nWhile empirical relations are useful in early design, a more accurate way of establishing the effect of vibrations on ship’s hull girder stress response is by model tests or numerical analysis, assuming that state of-the-art procedures and tools are applied. A further benefit of model tests and numerical analysis is that the effect of vibrations can be estimated along the whole vessel, while the empirical relations typically assume a constant value over ship length. Numerical or experimental analyses should be sufficiently accurate and should include the relevant excitation mechanisms and an appropriate representation of hydrodynamic and structural interaction. The following influential factors have been confirmed to significantly affect wave-induced vibration and should be addressed in the analysis: a) loading condition, i.e. draft, trim and cargo distribution, b) forward speed and steady ship wave system, c) hydrodynamic and structural damping, and d) encountered sea states.\">DNVGL-CG-0153; October, 2015: Fatigue and ultimate strength assessment of container ships including whipping and springing | <a href=\"https://rules.dnvgl.com/docs/pdf/DNVGL/CG/2015-10/DNVGL-CG-0153.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fatigue\nStructural Integrity</td>\n<td>Marine</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-ST-0126; July, 2018: Support structures for wind turbines","Implemented","Simulation in Support of Design","Structural Integrity","Wind","This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines | <a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines | <a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines | <a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines | <a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Wind</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This DNV GL standard for wind turbine support structures offers pragmatic design approaches and can for example be used for design of steel and concrete towers, gravity-based concrete foundations, together with steel foundations such as monopile foundations, jacket structure foundations and suction buckets foundations. It is applicable to all types of onshore and fixed offshore support structures for wind turbines.\nThis standard gives requirements for the following: a) design principles, b) selection of material and extent of inspection, c) selection of design loads and load combinations, d) load effect analyses, e) structural design, f) corrosion protection, g) geotechnical design, h) grouted connections for offshore support structures, and i) scour protection for offshore support structures.\n\nAPPENDIX E CALCULATIONS BY FINITE ELEMENT METHOD provides recommendations for performing FEA if simple calculations cannot be performed to document the strength and stiffness of a structural component. The fi nite element model to be included in the analysis and the type of analysis should be chosen with due consideration to the interaction of the structural component with the rest of the structure. Since a FEM analysis is normally used when simple calculations are insufficient or impossible, care shall be taken to ensure that the model and analysis reflect the physical reality. This shall be done by means of carrying out an evaluation of the input to as well as the results from the analysis. Guidelines for such an evaluation are provided. Also, if nonlinear FE analysis of steel support structures is required, more guidance can be found in DNVGL-RPC208.\">DNVGL-ST-0126; July, 2018: Support structures for wind turbines | <a href=\"http://rules.dnvgl.com/docs/pdf/DNVGL/ST/2018-07/DNVGL-ST-0126.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Wind</td>\n</tr>"}]
[null,"DNV (Det Norske Veritas)","DNVGL-ST-C501; August, 2017:  Composite components","Implemented","Simulation in Support of Design","Composite\nStructural Integrity","Offshore\nProcess Industry","This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.",null,"Document","Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.dnvgl.com/oilgas/download/dnvgl-st-c501-composite-components.html"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.dnvgl.com/oilgas/download/dnvgl-st-c501-composite-components.html\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a> | <a href=\"https://www.dnvgl.com/oilgas/download/dnvgl-st-c501-composite-components.html\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a> | <a href=\"https://www.dnvgl.com/oilgas/download/dnvgl-st-c501-composite-components.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Composite\nStructural Integrity</td>\n<td>Offshore\nProcess Industry</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DNV (Det Norske Veritas)</td>\n   <td><div title=\"This standard (ST) provides requirements and recommendations for structural design and structural analysis procedures for composite components. Emphasis with respect to loads and environmental conditions is put on applications in the offshore and processing industry. The materials description and calculation methods can be applied to any applications. Aspects related to documentation, verification, inspection, materials, fabrication, testing and quality control are also addressed.\">DNVGL-ST-C501; August, 2017:  Composite components | <a href=\"https://rules.dnvgl.com/docs/pdf/dnvgl/st/2017-08/DNVGL-ST-C501.pdf\">Document</a> | <a href=\"https://www.dnvgl.com/oilgas/download/dnvgl-st-c501-composite-components.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Composite\nStructural Integrity</td>\n<td>Offshore\nProcess Industry</td>\n</tr>"}]
[null,"DoD (Department of Defense)","DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations","Implemented","Simulation Quality Management","V&V","Defence","This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.globalspec.com/std/1518840/MIL-STD-3022"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.scribd.com/document/326874496/MIL-STD-3022-2012"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.globalspec.com/std/1518840/MIL-STD-3022\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.scribd.com/document/326874496/MIL-STD-3022-2012\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations | <a href=\"https://standards.globalspec.com/std/1518840/MIL-STD-3022\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations | <a href=\"https://standards.globalspec.com/std/1518840/MIL-STD-3022\">Website</a> | <a href=\"https://www.scribd.com/document/326874496/MIL-STD-3022-2012\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations | <a href=\"https://standards.globalspec.com/std/1518840/MIL-STD-3022\">Website</a> | <a href=\"https://www.scribd.com/document/326874496/MIL-STD-3022-2012\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Defence</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>DoD (Department of Defense)</td>\n   <td><div title=\"This standard provides consistent documentation that minimizes redundancy and maximizes reuse of information.  This promotes a common framework and interfacing capability that can be shared across all Modeling and Simulation programs within the Department of Defense, other government agencies and allied nations.\">DoD MIL-STD-3022; 2012: Documentation of Verification, Validation, and Accreditation for Models and Simulations | <a href=\"https://standards.globalspec.com/std/1518840/MIL-STD-3022\">Website</a> | <a href=\"https://www.scribd.com/document/326874496/MIL-STD-3022-2012\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Defence</td>\n</tr>"}]
[null,"Eclipse Foundation","Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC]","Implemented","Data Management","Interoperability","All","AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.eclipse.org/app4mc/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.eclipse.org/app4mc/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC]"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC]"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC] | <a href=\"https://www.eclipse.org/app4mc/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC] | <a href=\"https://www.eclipse.org/app4mc/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC] | <a href=\"https://www.eclipse.org/app4mc/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Interoperability</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>Eclipse Foundation</td>\n   <td><div title=\"AMALTHEA allows tool vendors, engineering companies and other suppliers in the toolchain to efficiently integrate their products and expertise.  Based on the Eclipse Modeling Framework, its capabilities not only include hardware and software modelling but in addition, tools for visualization and processing.  As an open platform, proven in the automotive sector by Bosch and their partners, it supports interoperability and extensibility and unifies data exchange in cross-organizational projects.  The entire community benefits from reduced hardware costs, faster time to market, higher quality systems and rapid adoption.\">Eclipse APP4MC; Feb 2019: Platform for engineering embedded multi- and many-core software systems [AMALTHEA Platform was transferred to Eclipse APP4MC] | <a href=\"https://www.eclipse.org/app4mc/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Interoperability</td>\n<td>All</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design ","Implemented","Simulation in Support of Design","Structural Integrity","Structures","This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"http://www.freestd.us/soft1/559824.htm"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"http://www.freestd.us/soft1/559824.htm\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design "},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design "},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design  | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design  | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886\">Website</a> | <a href=\"http://www.freestd.us/soft1/559824.htm\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design  | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886\">Website</a> | <a href=\"http://www.freestd.us/soft1/559824.htm\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Structures</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European standard applies to façade scaffold systems conforming with EN 12810-1. It defines rules for the structural analysis and design of these systems by calculation and testing, in addition to those defined in EN 12811-1,prEN 12811-2, EN 12811-3 and EN 12810-1.\">EN 12810-2; 2004: Facade scaffolds made of prefabricated components - Particular methods of structural design  | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030015886\">Website</a> | <a href=\"http://www.freestd.us/soft1/559824.htm\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Structures</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design","Implemented","Simulation in Support of Design","Structural Integrity","Nuclear\nOil & Gas\nPower\nPressure Systems","This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                ","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://en.wikipedia.org/wiki/EN_13445"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://en.wikipedia.org/wiki/EN_13445\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/EN_13445\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. 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Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/EN_13445\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Nuclear\nOil & Gas\nPower\nPressure Systems</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This is Part 3 in the series of European standards specifying requirements for the design, construction, inspection and testing of unfired pressure vessels made from steels and steel castings as well as additional materials such as cast iron, aluminium and nickel. The series applies to unfired pressure vessels with a maximum allowable pressure greater than 0.5 bar gauge, but may be used for vessels operating at lower pressures, including vacuum. These standards are invaluable to those who want to demonstrate compliance with the European Pressure Equipment Directive (the PED). This third part deals with the design of unfired pressure vessels; it specifies requirements for the design of unfired pressure vessels covered by BS EN 13445-1 and constructed of steels in accordance with BS EN 13445-2.  Annexes B and C of Part 3 provide \"Design by Analysis\" guidance.                 \n\nNOTE:   In May 2002 the first issue of the European Standard EN 13445 Unfired Pressure Vessels [5] was published to facilitate the provision of vessels subject to the European pressure equipment directive 97.23.EC commonly known as the ëPEDí. Under the CEN rules (European Committee for Standardization), BSI was obliged to withdraw BS 5500 when the EN 13445 was published in 2002. Due to demands from industry it was decided that the British pressure vessel standard should continue to be available and become a published document (PD) under the new reference PD 5500, with equal content, validity and application to the previous BS 5500. Its principle difference is that it does not have the status of a \"national standard.\"                                                                                                                                                                                                                                                                                                                                                \">EN 13445-3; 2014+A4; 2018: Unfired pressure vessels: Design | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030359200\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/EN_13445\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Nuclear\nOil & Gas\nPower\nPressure Systems</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 1993-1-5: Eurocode 3 - Design of steel structures - Parts 1-5: Plated structural elements","Implemented","Simulation in Support of Design","Fatigue\nStructural Integrity","Structures","EN 1993-1-5 provides design requirements of stiffened and unstiffened plates which are subject to in-plane forces.  Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.  \n\nAnnex C (Finite Element Methods of Analysis; pp. 45-50) provides guidance on the use of FEA for ultimate limit state, serviceability limit state, or fatigue verification of plated structures.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://shop.bsigroup.com/ProductDetail/?pid=000000000030340639"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030340639\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"EN 1993-1-5 provides design requirements of stiffened and unstiffened plates which are subject to in-plane forces.  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Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.  \n\nAnnex C (Finite Element Methods of Analysis; pp. 45-50) provides guidance on the use of FEA for ultimate limit state, serviceability limit state, or fatigue verification of plated structures.\">EN 1993-1-5: Eurocode 3 - Design of steel structures - Parts 1-5: Plated structural elements | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030340639\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"EN 1993-1-5 provides design requirements of stiffened and unstiffened plates which are subject to in-plane forces.  Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. 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Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document.  \n\nAnnex C (Finite Element Methods of Analysis; pp. 45-50) provides guidance on the use of FEA for ultimate limit state, serviceability limit state, or fatigue verification of plated structures.\">EN 1993-1-5: Eurocode 3 - Design of steel structures - Parts 1-5: Plated structural elements | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030340639\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Fatigue\nStructural Integrity</td>\n<td>Structures</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system","Implemented","Simulation Quality Management","Impact, Shock & Crash","Automotive\nTransport","The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Impact, Shock & Crash</td>\n<td>Automotive\nTransport</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"The use of computational mechanics in the approval process of vehicle restraint systems (e.g. crash barriers, bridge parapets) for European Community market is defined and regulated within the standard EN 1317. The Technical Report CEN/TR 16303 provides specific guidance on how to establish accuracy, credibility and confidence in the results of crash test simulations to roadside safety devices through the definition of procedures for verification and validation in roadside safety application. The content of the different chapters is summarized as follows: Part 1 - general introduction and organisation of the guidelines; Part 2 - step-by-step description of the development process of a reliable vehicle model for the simulations of full-scale crash tests; Part 3 - step-by-step description of the development process of a reliable vehicle restraint system model for the simulations of full-scale crash tests; Part 4 - methodology for the validation of the simulation performed to demonstrate compliance with the essential requirements for CE marking, which indicates conformity with health, safety and environmental protection standards for products sold within the European Economic Area.\">CEN/TR 16303 Parts 1-4; 2012: Road restraint systems - Guidelines for computational mechanics of crash testing against vehicle restraint system | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:36724,6207&cs=11993ADB1361C38FB1E7D03D76B34ED67\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Impact, Shock & Crash</td>\n<td>Automotive\nTransport</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation","Implemented","Simulation in Support of Design","Structural Integrity","Transport","This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. ","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Transport</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This European Standard specifies the requirements for the verification of the design of lighting columns by calculation. It applies to lighting columns of nominal height (including any bracket) not exceeding 20 m and made of concrete, steel, aluminium or fibre reinforced polymer composite. This European Standard includes performance requirements for horizontal loads due to wind and it is based on limit state principles, where the effects of factored loads are compared with the relevant resistance of the structure. Two limit states are considered: 1) the ultimate limit state, which corresponds to the load-carrying capacity of the lighting column, and 2) the serviceability limit state, which relates to the deflection of the lighting column in service. \">EN 40-3-3; 2013: Lighting columns - Design and verification - Verification by calculation | <a href=\"https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:37856,6034&cs=14CE2CD178B55DADA5907471530E7EB5B\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Structural Integrity</td>\n<td>Transport</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests","Implemented","Simulation Quality Management","Dynamics","Rail","This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests | <a href=\"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests | <a href=\"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests | <a href=\"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Dynamics</td>\n<td>Rail</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard defines the process for assessment of the running characteristics of railway vehicles for the European network of standard gauge tracks (nominally 1 435 mm).  A computer simulation which has been validated by suitable tests and/or practical experience shall be used to predict the behavior of a vehicle running over the track. In addition to the assessment of the running characteristics of vehicles for acceptance processes, this standard also defines quantities and dependencies that are not directly used for acceptance purposes. This information is for example intended for the validation of simulation models. It can also be used to define operating conditions outside the reference conditions to be used for the approval.\">EN 14363: 2016: Railway applications - Testing and Simulation for the acceptance of running characteristics of railway vehicles - Running Behaviour and stationary tests | <a href=\"https://www.en-standard.eu/din-en-14363-railway-applications-testing-and-simulation-for-the-acceptance-of-running-characteristics-of-railway-vehicles-running-behaviou\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Dynamics</td>\n<td>Rail</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line","Implemented","Simulation Quality Management","V&V","Rail","Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Rail</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"Simulation techniques are used to assess the dynamic interaction between overhead contact lines and pantographs, as part of the prediction of current collection quality. This document specifies functional requirements for the validation of such simulation methods to ensure confidence in, and mutual acceptance of the results of the simulations.\nThis document deals with:\n– input and output parameters of the simulation;\n– comparison with line test measurements, and the characteristics of those line tests;\n– validation of pantograph models;\n– comparison between different simulation methods;\n– limits of application of validated methods to assessments of pantographs and overhead contact lines.\">EN 50318; 2018: Railway applications. Current collection systems. Validation of simulation of the dynamic interaction between pantograph and overhead contact line | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Rail</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 50641; 2014: Railway applications. Fixed installations. Requirements for the validation of simulation tools used for the design of traction power supply systems","Implemented (withdrawn)","Simulation Quality Management","V&V","Rail","This Standard specifies requirements for the acceptance of simulation tools used for the assessment of design of traction power supply systems. 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Requirements for the validation of simulation tools used for the design of traction power supply systems"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard specifies requirements for the acceptance of simulation tools used for the assessment of design of traction power supply systems. It is applicable to the simulation of a.c. and d.c. traction power supply systems, including conventional and high speed lines defined in the TSIs\">EN 50641; 2014: Railway applications. Fixed installations. 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Requirements for the validation of simulation tools used for the design of traction power supply systems | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard specifies requirements for the acceptance of simulation tools used for the assessment of design of traction power supply systems. It is applicable to the simulation of a.c. and d.c. traction power supply systems, including conventional and high speed lines defined in the TSIs\">EN 50641; 2014: Railway applications. Fixed installations. Requirements for the validation of simulation tools used for the design of traction power supply systems | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a></div></td>\n<td>Implemented (withdrawn)</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Rail</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>EN European Standards (European Norms)</td>\n   <td><div title=\"This Standard specifies requirements for the acceptance of simulation tools used for the assessment of design of traction power supply systems. It is applicable to the simulation of a.c. and d.c. traction power supply systems, including conventional and high speed lines defined in the TSIs\">EN 50641; 2014: Railway applications. Fixed installations. Requirements for the validation of simulation tools used for the design of traction power supply systems | <a href=\"https://infostore.saiglobal.com/en-us/Standards/14-30235257-DC-0-282601_SAIG_BSI_BSI_653092/\">Website</a></div></td>\n<td>Implemented (withdrawn)</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Rail</td>\n</tr>"}]
[null,"EN European Standards (European Norms)","EN 50641; DRAFT 2017: Railway applications. Fixed installations. 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[null,"FAA (Federal Aviation Administration)","Advisory Circular 20-107B: Composite Aircraft Structure","Implemented","Simulation Quality Management","Certification","Aerospace","This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/99693"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This 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2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/99693\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/99693\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/99693\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This AC sets forth an acceptable means, but not the only means of showing compliance with the provisions of Title 14 of the Code of Federal Regulations (14 CFR) parts 23, 25, 27, and 29 regarding airworthiness type certification requirements for composite aircraft structures involving fiber reinforced materials, e.g., carbon and glass fiber reinforced plastics.\">Advisory Circular 20-107B: Composite Aircraft Structure | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-107B_with_change_1.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/99693\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification</td>\n<td>Aerospace</td>\n</tr>"}]
[null,"FAA (Federal Aviation Administration)","Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis ","Implemented","Simulation Quality Management","Certification\nDynamics\nImpact, Shock & Crash","Aerospace","This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis "},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis  | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis  | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis  | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis  | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification\nDynamics\nImpact, Shock & Crash</td>\n<td>Aerospace</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>FAA (Federal Aviation Administration)</td>\n   <td><div title=\"This advisory circular (AC) sets forth an acceptable means, but not the only means, for demonstrating compliance with title 14 of the Code of Federal Regulations (14 CFR) §§ 23.562, 25.562, 27.562, and 29.562, as well as Technical Standard Order (TSO) TSO-C127a, and TSO-C127b. This AC includes guidance for certifying seats by computer modeling analysis techniques that are validated by dynamic tests. This AC defines the acceptable applications, limitations, validation processes, and minimum documentation requirements involved when substantiation by computer modeling is used to support a seat certification program.\">Advisory Circular 20-146A: Methodology for Dynamic Seat Certification by Analysis  | <a href=\"https://www.faa.gov/documentLibrary/media/Advisory_Circular/AC_20-146A.pdf\">Document</a> | <a href=\"https://www.faa.gov/regulations_policies/advisory_circulars/index.cfm/go/document.information/documentID/1033628\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Certification\nDynamics\nImpact, Shock & Crash</td>\n<td>Aerospace</td>\n</tr>"}]
[null,"HDF Group","Hierarchical Data Format (HDF5) ","Implemented","Data Management","HPC","All","HDF5 is a high performance data software library and file format to manage, process, and store heterogeneous data. 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Originally developed at the National Center for Supercomputing Applications, it is supported by The HDF Group, a non-profit corporation whose mission is to ensure continued development of HDF5 technologies and the continued accessibility of data stored in HDF.\">Hierarchical Data Format (HDF5) "},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>HDF Group</td>\n   <td><div title=\"HDF5 is a high performance data software library and file format to manage, process, and store heterogeneous data. Originally developed at the National Center for Supercomputing Applications, it is supported by The HDF Group, a non-profit corporation whose mission is to ensure continued development of HDF5 technologies and the continued accessibility of data stored in HDF.\">Hierarchical Data Format (HDF5)  | <a href=\"https://www.hdfgroup.org/solutions/hdf5/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>HDF Group</td>\n   <td><div title=\"HDF5 is a high performance data software library and file format to manage, process, and store heterogeneous data. Originally developed at the National Center for Supercomputing Applications, it is supported by The HDF Group, a non-profit corporation whose mission is to ensure continued development of HDF5 technologies and the continued accessibility of data stored in HDF.\">Hierarchical Data Format (HDF5)  | <a href=\"https://www.hdfgroup.org/solutions/hdf5/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>HDF Group</td>\n   <td><div title=\"HDF5 is a high performance data software library and file format to manage, process, and store heterogeneous data. Originally developed at the National Center for Supercomputing Applications, it is supported by The HDF Group, a non-profit corporation whose mission is to ensure continued development of HDF5 technologies and the continued accessibility of data stored in HDF.\">Hierarchical Data Format (HDF5)  | <a href=\"https://www.hdfgroup.org/solutions/hdf5/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>HPC</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>HDF Group</td>\n   <td><div title=\"HDF5 is a high performance data software library and file format to manage, process, and store heterogeneous data. Originally developed at the National Center for Supercomputing Applications, it is supported by The HDF Group, a non-profit corporation whose mission is to ensure continued development of HDF5 technologies and the continued accessibility of data stored in HDF.\">Hierarchical Data Format (HDF5)  | <a href=\"https://www.hdfgroup.org/solutions/hdf5/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>HPC</td>\n<td>All</td>\n</tr>"}]
[null,"IEC (International Electrotechnical Commission)","IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries","Implemented","Simulation in Support of Design","EMI","EDA","Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries | <a href=\"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries | <a href=\"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries | <a href=\"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>EMI</td>\n<td>EDA</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"Describes models of integrated circuits for EMI simulation due to IC internal activities. Gives more accurately the electromagnetic emissions of electronic equipment by taking into account the influence of internal activities. Gives general data which could be implemented in different format such as IBIS, IMIC, SPICE, etc.\">IEC/TR 62014-3 Ed. 1.0 en; 2002: Electronic Design Automation Libraries | <a href=\"https://webstore.ansi.org/Standards/IEC/IECTR62014Eden2002\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>EMI</td>\n<td>EDA</td>\n</tr>"}]
[null,"IEC (International Electrotechnical Commission)","IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation","In Development","Model Management","Electrical","Wind","The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.researchgate.net/publication/283091247_Wind_Plant_Models_in_IEC_61400-27-2_and_WECC_-_latest_developments_in_international_standards_on_wind_turbine_and_wind_plant_modeling"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.researchgate.net/publication/283091247_Wind_Plant_Models_in_IEC_61400-27-2_and_WECC_-_latest_developments_in_international_standards_on_wind_turbine_and_wind_plant_modeling\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation | <a href=\"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation | <a href=\"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319\">Website</a> | <a href=\"https://www.researchgate.net/publication/283091247_Wind_Plant_Models_in_IEC_61400-27-2_and_WECC_-_latest_developments_in_international_standards_on_wind_turbine_and_wind_plant_modeling\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. 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After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation | <a href=\"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319\">Website</a> | <a href=\"https://www.researchgate.net/publication/283091247_Wind_Plant_Models_in_IEC_61400-27-2_and_WECC_-_latest_developments_in_international_standards_on_wind_turbine_and_wind_plant_modeling\">Link </a></div></td>\n<td>In Development</td>\n<td>Model Management</td>\n<td>Electrical</td>\n<td>Wind</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"The IEC 61400-27 series includes generic wind power plant models in addition to the wind turbine dynamic models published in the first edition of iEC 61400-27-1. Both parts of the second edition are needed to fully replace the first edition of part 27-1. Therefore, WG27 will prepare the second edition of IEC 61400-27 simultaneously for Parts 27-1 and 27-2, so that the parts can be processed in parallel and published at the same time. After the publishing of the second edition, the new parts 27-1 and 27-2 can be maintained independently.\">IEC 61400-27-2: Electrical simulation models - Wind turbines - Model Validation | <a href=\"https://www.techstreet.com/standards/din-en-61400-27-2-draft?product_id=1982319\">Website</a> | <a href=\"https://www.researchgate.net/publication/283091247_Wind_Plant_Models_in_IEC_61400-27-2_and_WECC_-_latest_developments_in_international_standards_on_wind_turbine_and_wind_plant_modeling\">Link </a></div></td>\n<td>In Development</td>\n<td>Model Management</td>\n<td>Electrical</td>\n<td>Wind</td>\n</tr>"}]
[null,"IEC (International Electrotechnical Commission)","IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines","Implemented","Model Management","Electrical","Wind","IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://webstore.iec.ch/publication/21811"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://en.wikipedia.org/wiki/IEC_61400"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://webstore.iec.ch/publication/21811\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://en.wikipedia.org/wiki/IEC_61400\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines | <a href=\"https://webstore.iec.ch/publication/21811\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines | <a href=\"https://webstore.iec.ch/publication/21811\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/IEC_61400\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. 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The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines | <a href=\"https://webstore.iec.ch/publication/21811\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/IEC_61400\">Link </a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Electrical</td>\n<td>Wind</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEC (International Electrotechnical Commission)</td>\n   <td><div title=\"IEC 61400-27-1:2015 specifies dynamic simulation models for generic wind turbine topologies/concepts/configurations on the market. It defines the generic terms and parameters with the purpose of specifying the electrical characteristics of a wind turbine at the connection terminals. The models are described in a modular way which can be applied for future wind turbine concepts. The dynamic simulation models refer to the wind turbine terminals. The validation procedure specified in IEC 61400-27-1 focuses on the IEC 61400-21 tests for response to voltage dips, reference point changes and grid protection.\">IEC 61400-27-1; 2015: Electrical simulation models - Wind turbines | <a href=\"https://webstore.iec.ch/publication/21811\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/IEC_61400\">Link </a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Electrical</td>\n<td>Wind</td>\n</tr>"}]
[null,"IEEE (Institute of Electrical and Electronics Engineers)","IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules","Implemented","Simulation Quality Management","Systems Modelling & Simulation","All","This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.ieee.org/standard/1516-2010.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.ieee.org/standard/1516-2010.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules | <a href=\"https://standards.ieee.org/standard/1516-2010.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules | <a href=\"https://standards.ieee.org/standard/1516-2010.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules | <a href=\"https://standards.ieee.org/standard/1516-2010.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This standard, describing the framework and rules of the High Level Architecture (HLA), is the capstone document for a family of related HLA standards.  It defines the HLA, its components, and the rules that outline the responsibilities of HLA federates and federations to ensure a consistent implementation.  Simulations are abstractions of the real world, and no one simulation can solve all of the functional needs for the modeling and simulation community.  It is anticipated that technology advances will allow for new and different modeling and simulation (M&S) implementations within the framework of the HLA.  The standards contained in this architecture are interrelated and need to be considered as a product set, as a change in one is likely to have an impact on the others.  As such, the HLA is an integrated approach that has been developed to provide a common architecture for simulation.  The High-level architecture (HLA) is a standard for distributed simulation, used when building a simulation for a larger purpose by combining (federating) several simulations.  It defines the interface between federates (simulations, supporting utilities, or interfaces to live systems) and the underlying software services that support interfederate communication in a distributed simulation domain.\">IEEE 1516: Standard for Modeling and Simulation (M&S) High Level Architecture (HLA)-- Framework and Rules | <a href=\"https://standards.ieee.org/standard/1516-2010.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"IEEE (Institute of Electrical and Electronics Engineers)","IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO)","Implemented","Interoperability","Systems Modelling & Simulation","All","A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://webstore.ansi.org/Standards/IEEE/IEEE17302013"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://standards.ieee.org/standard/1730-2010.html"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://webstore.ansi.org/Standards/IEEE/IEEE17302013\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://standards.ieee.org/standard/1730-2010.html\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO)"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO) | <a href=\"https://webstore.ansi.org/Standards/IEEE/IEEE17302013\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO) | <a href=\"https://webstore.ansi.org/Standards/IEEE/IEEE17302013\">Website</a> | <a href=\"https://standards.ieee.org/standard/1730-2010.html\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO) | <a href=\"https://webstore.ansi.org/Standards/IEEE/IEEE17302013\">Website</a> | <a href=\"https://standards.ieee.org/standard/1730-2010.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Interoperability</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A recommended practice for applying the Distributed Simulation Engineering and Execution Process (DSEEP) to the development and execution of distributed simulation environments that include more than one distributed simulation architecture is described. The distributed simulation architectures to which the recommended practice applies include Distributed Interactive Simulation (DIS), High Level Architecture (HLA), and Test and Training Enabling Architecture (TENA). The DSEEP Multi-Architecture Overlay (DMAO) identifies and describes multi-architecture issues and provides recommended actions for simulation environment developers faced with those issues. The DMAO also augments the DSEEP lists of inputs, recommended tasks, and outcomes with additional inputs, recommended tasks, and outcomes that apply to multi-architecture simulation environments. This document is an overlay to the DSEEP, which is a separate recommended practice.\">IEEE 1730.1; 2013: Recommended Practice For Distributed Simulation Engineering And Execution Process Multi-Architecture Overlay (DMAO) | <a href=\"https://webstore.ansi.org/Standards/IEEE/IEEE17302013\">Website</a> | <a href=\"https://standards.ieee.org/standard/1730-2010.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Interoperability</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"IEEE (Institute of Electrical and Electronics Engineers)","IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations","Implemented","Simulation Quality Management","Electromagnetics\nV&V","All","A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.ieee.org/content/ieee-standards/en/standard/1597_1-2008.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.ieee.org/content/ieee-standards/en/standard/1597_1-2008.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/content/ieee-standards/en/standard/1597_1-2008.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/content/ieee-standards/en/standard/1597_1-2008.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"A method to validate computational electromagnetics computer modeling and simulation techniques, codes, and models is defined in this standard. It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. 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It is applicable to a wide variety of electromagnetic applications including, but not limited to, the fields of electromagnetic compatibility, radar cross section, signal integrity, and antennas. Validation of a particular solution data set can be achieved by comparison to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE 1597.1; 2008: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/content/ieee-standards/en/standard/1597_1-2008.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Electromagnetics\nV&V</td>\n<td>All</td>\n</tr>"}]
[null,"IEEE (Institute of Electrical and Electronics Engineers)","IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations","Implemented","Simulation Quality Management","Electromagnetics\nV&V","All","This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.ieee.org/standard/1597_2-2010.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.ieee.org/standard/1597_2-2010.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/standard/1597_2-2010.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/standard/1597_2-2010.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/standard/1597_2-2010.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Electromagnetics\nV&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>IEEE (Institute of Electrical and Electronics Engineers)</td>\n   <td><div title=\"This recommended practice is a companion document for IEEE Std 1597.1-2008. Examples and problem sets to be used in the validation of computational electromagnetics (CEM) computer modeling and simulation techniques, codes, and models are provided. It is applicable to a wide variety of electromagnetic (EM) applications including but not limited to the fields of antennas, signal integrity (SI), radar cross section (RCS), and electromagnetic compatibility (EMC). This document shows how to validate a particular solution data set by comparing it to the data set obtained by measurements, alternate codes, canonical, or analytic methods.\">IEEE Std 1597.2; 2010: Recommended Practice For Validation Of Computational Electromagnetics Computer Modeling And Simulations | <a href=\"https://standards.ieee.org/standard/1597_2-2010.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Electromagnetics\nV&V</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","STEP AP233; 2012: Systems Engineering Data Representation","Released","Data Management","Systems Engineering","All","AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/55257.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/55257.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation | <a href=\"https://www.iso.org/standard/55257.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation | <a href=\"https://www.iso.org/standard/55257.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation | <a href=\"https://www.iso.org/standard/55257.html\">Website</a></div></td>\n<td>Released</td>\n<td>Data Management</td>\n<td>Systems Engineering</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP233 specifies an application protocol for the representation of systems engineering data. It defines the context, scope and information requirements for various development stages during the design of a system. It is applicable to any form of system, including aircraft, cars, ships, railways, and plant.\">STEP AP233; 2012: Systems Engineering Data Representation | <a href=\"https://www.iso.org/standard/55257.html\">Website</a></div></td>\n<td>Released</td>\n<td>Data Management</td>\n<td>Systems Engineering</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification","Implemented","Data Management","Data Management","All","AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"http://www.ap235.org/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"http://www.ap235.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value.\">STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value.\">STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  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The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  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The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value.\">STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification | <a href=\"http://www.ap235.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Management</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"AP235 was developed to meet a business need of Boeing who wanted a traceable audit trail for the origins of material property data values used in a design.  The resulting standard has a wider capability to be able to represent all of the data for the testing of any property of any product by any method.  The key concepts of AP 235 are:\n• All materials are products and so can be represented by STEP standards\n• Engineering properties are not constants - their meaning depends on the measurement method and their value is dependent on other factors and conditions that determine the validity of the value.\">STEP AP235 Ed2: Engineering Properties (materials) for Product Design and Verification | <a href=\"http://www.ap235.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Management</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS)","Implemented","Data Management","Data Management","All","The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"http://www.ap239.org/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"http://www.ap239.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS)"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS) | <a href=\"http://www.ap239.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS) | <a href=\"http://www.ap239.org/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. 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Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS) | <a href=\"http://www.ap239.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Management</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The goal of the STEP AP239 ed3 \"PLCS\" standard is to provide the ability for manufacturing Industries and their customers to manage design, product and service information throughout the product lifecycle, including rigorous configuration management and the long term retention of information, where the data is ‘created once and used many times.’  The objective is to ensure interoperability of AP 239 ed3 with other STEP APs (incl. AP 242), and providing unambiguous implementation methods within the common new STEP architecture.  Overall, it is anticipated that there will be improved interoperability within domains and across domains thanks to a mechanism for sharing common information semantics (e.g., classification and reference values defined in common Reference Data Libraries) managed at an international level.\">STEP AP239 Ed3: Application Protocol For Product Life Cycle Support (PLCS) | <a href=\"http://www.ap239.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Management</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","STEP AP242 Ed2: Managed Model-Based 3D Engineering","Implemented","Data Management","Systems Modelling & Simulation","All","The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"http://www.ap242.org/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"http://www.ap242.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering | <a href=\"http://www.ap242.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering | <a href=\"http://www.ap242.org/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering | <a href=\"http://www.ap242.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The STEP AP 242 standard is complementary to popular visualization formats, such as ISO 14739 PRC and ISO 14306 JT, and will support advanced data content, such as advanced PMI, composites, and mechatronics.  A critical priority in the aerospace sector (and increasingly in automotive) is the need to address long-term product model maintenance (archive).\n\nOther areas of interest to both the aerospace and automotive industry are mechatronics, parametrics, electronics, sustainability, data quality, and the exchange of material data for compliance with environmental regulations.  Developing a convergent standard adds new, important capabilities to STEP. The STEP AP 242 standard will substantially reduce development costs due to a single development infrastructure and utilization of the new, rapid development and publishing environment.\n\nSTEP AP 242 Edition 1 provides all the functionalities covered by the AP 203 ed2 and AP 214 ed3.  It includes also new functionalities, such as:  a) the “Shape Quality” modules, derived from STEP Part 59 and based on the SASIG PDQ guidelines, b) the results of the PDM harmonization between STEP AP 242 Business Object Model and AP 239 PLCS Platform Specific Model, c) a new model for  STEP 3D tessellated geometry, and d) new generic capabilities for STEP “external element references” used for kinematics and other disciplines.\">STEP AP242 Ed2: Managed Model-Based 3D Engineering | <a href=\"http://www.ap242.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour","Implemented","Simulation Quality Management","Dynamics\nV&V","Automotive","ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/obp/ui/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour | <a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour | <a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19364:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 4138 or the Slowly Increasing Steer Test that is an alternative to ISO 4138. 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The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19364; 2016: Passenger car dynamic simulation and validation -- Steady-state circular driving behaviour | <a href=\"https://www.iso.org/obp/ui/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Dynamics\nV&V</td>\n<td>Automotive</td>\n</tr>"}]
[null,"ISO","ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing","Implemented","Simulation Quality Management","Dynamics\nV&V","Automotive","ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  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The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing | <a href=\"https://www.iso.org/standard/64702.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing | <a href=\"https://www.iso.org/standard/64702.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing | <a href=\"https://www.iso.org/standard/64702.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Dynamics\nV&V</td>\n<td>Automotive</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 19365:2016 specifies a method for comparing computer simulation results from a vehicle mathematical model to test data measured for an existing vehicle undergoing sine with dwell tests that are typically used to evaluate the performance of an electronic stability control (ESC) system.  The comparison is made for the purpose of validating the simulation tool for this type of test when applied to variants of the tested vehicle.\">ISO 19365; 2016: Passenger cars -- Validation of vehicle dynamic simulation -- Sine with dwell stability control testing | <a href=\"https://www.iso.org/standard/64702.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Dynamics\nV&V</td>\n<td>Automotive</td>\n</tr>"}]
[null,"ISO","ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems","Implemented","Simulation Quality Management","Control System Simulation\nTraffic Modelling","Transport","ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/obp/ui/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems | <a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems | <a href=\"https://www.iso.org/obp/ui/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems | <a href=\"https://www.iso.org/obp/ui/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Control System Simulation\nTraffic Modelling</td>\n<td>Transport</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/TR 16786:2015 Intelligent transport systems addresses the use of simulation models for evaluating traffic management systems.  Many kinds of signal control systems are used in the world.  Some systems are based on simple time-of-day control while some systems are operated in real time, adaptively controlled in accordance with changing traffic conditions.  When adopting a new signal control system in the field, simulations are often used to evaluate its effect. However, although traffic conditions vary considerably in each country and area, simulations can be operated only with some limited conditions. Some control systems and algorithm achieve good performance only in specific conditions, and sometimes simulations are operated assuming virtual road networks for studying a new algorithm.\n\nBy disclosing simulation conditions, it becomes possible to learn whether the signal control systems are applicable to many conditions or good in particular conditions, and whether the conditions are practical or the simulation is for theoretic quality assessment. Thus, this Technical Report aims to provide guidelines for disclosing simulation conditions and results in order to evaluate and compare various signal control systems.\">ISO/TR 16786; 2015: Intelligent transport systems — The use of simulation models for evaluation of traffic management systems | <a href=\"https://www.iso.org/obp/ui/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Control System Simulation\nTraffic Modelling</td>\n<td>Transport</td>\n</tr>"}]
[null,"ISO","LOTAR for Engineering Analysis & Simulation","In Development","Model Management","Simulation Data Management","All","The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.","Vist",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation | <a href=\"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation | <a href=\"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation | <a href=\"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html\">Website</a></div></td>\n<td>In Development</td>\n<td>Model Management</td>\n<td>Simulation Data Management</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The objective of the LOng Term Archiving and Retrieval (LOTAR) Engineering Analysis and Simulation Workgroup (EASWG) is to develop, publish and maintain standards-based mechanisms for archiving and retrieval of Engineering Analysis and Simulation information that can be read and reused throughout the product lifecycle, independent of changes in the Information Technology (IT) application environment originally used for creation.  The focus is on the long term preservation of the engineering analysis and simulation inputs, results and metadata for the design, manufacturing and support of engineered products.  The specific parts (documents) pertaining to LOTAR EAS will be identified as comparable Parts 6XX for the European standard EAS9300 and for the U.S. standard EN9300.\">LOTAR for Engineering Analysis & Simulation | <a href=\"http://lotar-international.org/lotar-workgroups/engineering-analysis-simulation/scope-activities.html\">Website</a></div></td>\n<td>In Development</td>\n<td>Model Management</td>\n<td>Simulation Data Management</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","MoSSEC: Modeling & Simulation in a collaborative Systems Engineering Context ","Under Review","Data Management","Systems Engineering\nProduct Data Management\nSimulation Data Management","All","This standard is currently under review and its release as an international standard is planned for mid-2020.\nThe globalization of aerospace and defence industries drives large volumes of work for modelling and simulation of product performance and behaviour, into geographically distributed teams and into the supply chain. This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  This collaborative context data can be summarised as “who”, “what”, “where”, “when”, “how”, “why” and will act as the \"glue\" in linking the other ISO STEP standards.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"http://www.mossec.org/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"http://www.mossec.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is currently under review and its release as an international standard is planned for mid-2020.\nThe globalization of aerospace and defence industries drives large volumes of work for modelling and simulation of product performance and behaviour, into geographically distributed teams and into the supply chain. This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  This collaborative context data can be summarised as “who”, “what”, “where”, “when”, “how”, “why” and will act as the \"glue\" in linking the other ISO STEP standards.\">MoSSEC: Modeling & Simulation in a collaborative Systems Engineering Context "},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is currently under review and its release as an international standard is planned for mid-2020.\nThe globalization of aerospace and defence industries drives large volumes of work for modelling and simulation of product performance and behaviour, into geographically distributed teams and into the supply chain. This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  This collaborative context data can be summarised as “who”, “what”, “where”, “when”, “how”, “why” and will act as the \"glue\" in linking the other ISO STEP standards.\">MoSSEC: Modeling & Simulation in a collaborative Systems Engineering Context "},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is currently under review and its release as an international standard is planned for mid-2020.\nThe globalization of aerospace and defence industries drives large volumes of work for modelling and simulation of product performance and behaviour, into geographically distributed teams and into the supply chain. This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  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The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  This collaborative context data can be summarised as “who”, “what”, “where”, “when”, “how”, “why” and will act as the \"glue\" in linking the other ISO STEP standards.\">MoSSEC: Modeling & Simulation in a collaborative Systems Engineering Context  | <a href=\"http://www.mossec.org/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is currently under review and its release as an international standard is planned for mid-2020.\nThe globalization of aerospace and defence industries drives large volumes of work for modelling and simulation of product performance and behaviour, into geographically distributed teams and into the supply chain. This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  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This data is used to justify change decisions and to validate the product throughout development, certification and in-service. The MoSSEC standard enables a proper exchange and sharing of modelling and simulation data with traceability to its systems engineering & PDM context. This enables competitive and robust product development in global teams, where modelling and simulation data is fully traceable to the PDM referential, and enabling quick validation of next design changes, whether in product development or in-service phases.  This collaborative context data can be summarised as “who”, “what”, “where”, “when”, “how”, “why” and will act as the \"glue\" in linking the other ISO STEP standards.\">MoSSEC: Modeling & Simulation in a collaborative Systems Engineering Context  | <a href=\"http://www.mossec.org/\">Website</a></div></td>\n<td>Under Review</td>\n<td>Data Management</td>\n<td>Systems Engineering\nProduct Data Management\nSimulation Data Management</td>\n<td>All</td>\n</tr>"}]
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It is a key enabler for multidisciplinary simulation interoperability, being the ability to exchange, share, visualize and archive Engineering Analysis and Simulation (EAS) data between different environments.\">STEP AP209 Ed2; 2014: Multidisciplinary Analysis & Design"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"STEP AP209 Ed2 is an international standard for sharing, exchange and long term archiving of engineering design and multi-disciplinary simulation data managed in configuration.  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It is a key enabler for multidisciplinary simulation interoperability, being the ability to exchange, share, visualize and archive Engineering Analysis and Simulation (EAS) data between different environments.\">STEP AP209 Ed2; 2014: Multidisciplinary Analysis & Design | <a href=\"https://www.cax-if.org/documents_cae/HandbookVolume1_V2.2_CAE-IF.pdf\">Document</a> | <a href=\"http://www.ap209.org/main-concepts\">Website</a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Simulation Data Management</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"STEP AP209 Ed2 is an international standard for sharing, exchange and long term archiving of engineering design and multi-disciplinary simulation data managed in configuration.  It is a key enabler for multidisciplinary simulation interoperability, being the ability to exchange, share, visualize and archive Engineering Analysis and Simulation (EAS) data between different environments.\">STEP AP209 Ed2; 2014: Multidisciplinary Analysis & Design | <a href=\"https://www.cax-if.org/documents_cae/HandbookVolume1_V2.2_CAE-IF.pdf\">Document</a> | <a href=\"http://www.ap209.org/main-concepts\">Website</a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Simulation Data Management</td>\n<td>All</td>\n</tr>"}]
[null,"ISO","ISO 13232-7; 2005: Motorcycles -- Test and analysis procedures for research evaluation of rider crash protective devices fitted to motorcycles -- Part 7: Standardized procedures for performing computer simulations of motorcycle impact tests","Implemented","Simulation in Support of Design","Impact, Shock & Crash","Automotive","The purposes of ISO 13232-7:2005 are to provide: conventions for calibrating and documenting the important features of the simulation models; guidelines for definition and use of mathematical models for motorcycle impact simulations, which can be correlated against data for full-scale tests; a means for identifying possible additional impact conditions for full-scale testing; and a standardized tool, of optional use, for risk/benefit analysis of rider crash protective devices fitted to motorcycles, based upon the population of impact conditions identified in ISO 13232-2.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/37427.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/37427.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The purposes of ISO 13232-7:2005 are to provide: conventions for calibrating and documenting the important features of the simulation models; 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guidelines for definition and use of mathematical models for motorcycle impact simulations, which can be correlated against data for full-scale tests; a means for identifying possible additional impact conditions for full-scale testing; and a standardized tool, of optional use, for risk/benefit analysis of rider crash protective devices fitted to motorcycles, based upon the population of impact conditions identified in ISO 13232-2.\">ISO 13232-7; 2005: Motorcycles -- Test and analysis procedures for research evaluation of rider crash protective devices fitted to motorcycles -- Part 7: Standardized procedures for performing computer simulations of motorcycle impact tests"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The purposes of ISO 13232-7:2005 are to provide: conventions for calibrating and documenting the important features of the simulation models; 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guidelines for definition and use of mathematical models for motorcycle impact simulations, which can be correlated against data for full-scale tests; a means for identifying possible additional impact conditions for full-scale testing; and a standardized tool, of optional use, for risk/benefit analysis of rider crash protective devices fitted to motorcycles, based upon the population of impact conditions identified in ISO 13232-2.\">ISO 13232-7; 2005: Motorcycles -- Test and analysis procedures for research evaluation of rider crash protective devices fitted to motorcycles -- Part 7: Standardized procedures for performing computer simulations of motorcycle impact tests | <a href=\"https://www.iso.org/standard/37427.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Impact, Shock & Crash</td>\n<td>Automotive</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"The purposes of ISO 13232-7:2005 are to provide: conventions for calibrating and documenting the important features of the simulation models; guidelines for definition and use of mathematical models for motorcycle impact simulations, which can be correlated against data for full-scale tests; a means for identifying possible additional impact conditions for full-scale testing; and a standardized tool, of optional use, for risk/benefit analysis of rider crash protective devices fitted to motorcycles, based upon the population of impact conditions identified in ISO 13232-2.\">ISO 13232-7; 2005: Motorcycles -- Test and analysis procedures for research evaluation of rider crash protective devices fitted to motorcycles -- Part 7: Standardized procedures for performing computer simulations of motorcycle impact tests | <a href=\"https://www.iso.org/standard/37427.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Impact, Shock & Crash</td>\n<td>Automotive</td>\n</tr>"}]
[null,"ISO","ISO/DIS 19585; DRAFT: Heavy commercial vehicles and buses -- Vehicle dynamics simulation and validation -- Steady-state circular driving behavior","In Development","Simulation Quality Management","Dynamics\nV&V","Automotive","This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 14792:2011. The comparison is made for the purpose of validating the simulation tool for this type of test. The standard applies to heavy vehicles, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with a maximum weight above 3.5 tonnes and buses and articulated buses with a maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4).","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/65403.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/65403.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 14792:2011. 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The standard applies to heavy vehicles, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with a maximum weight above 3.5 tonnes and buses and articulated buses with a maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4).\">ISO/DIS 19585; DRAFT: Heavy commercial vehicles and buses -- Vehicle dynamics simulation and validation -- Steady-state circular driving behavior"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle according to steady-state circular driving tests as specified in ISO 14792:2011. 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[null,"ISO","ISO/DIS 19586; DRAFT: Heavy commercial vehicles and buses -- Vehicle dynamics simulation and validation -- Lateral dynamic stability of vehicle combinations","In Development","Simulation Quality Management","Dynamics\nV&V","Automotive","This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle combination's lateral stability according to driving tests as specified in ISO 14791. The comparison is made for the purpose of validating the simulation tool for this type of test. A complete validation should comprise the comparison for at least one tested vehicle and one variant of this vehicle, covered by a parameter variation in the vehicle model. The standard applies to heavy vehicles, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with maximum weight above 3.5 tonnes and buses and articulated buses with maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4).","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/65404.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/65404.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle combination's lateral stability according to driving tests as specified in ISO 14791. 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The standard applies to heavy vehicles, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with maximum weight above 3.5 tonnes and buses and articulated buses with maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4).\">ISO/DIS 19586; DRAFT: Heavy commercial vehicles and buses -- Vehicle dynamics simulation and validation -- Lateral dynamic stability of vehicle combinations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle combination's lateral stability according to driving tests as specified in ISO 14791. 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The standard applies to heavy vehicles, including commercial vehicles, commercial vehicle combinations, buses and articulated buses as defined in ISO 3833 (trucks and trailers with maximum weight above 3.5 tonnes and buses and articulated buses with maximum weight above 5 tonnes, according to ECE and EC vehicle classification, categories M3, N2, N3, O3 and O4).\">ISO/DIS 19586; DRAFT: Heavy commercial vehicles and buses -- Vehicle dynamics simulation and validation -- Lateral dynamic stability of vehicle combinations | <a href=\"https://www.iso.org/standard/65404.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This International Standard specifies a method for comparing simulation results from a mathematical vehicle model to measured test data for an existing vehicle combination's lateral stability according to driving tests as specified in ISO 14791. 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The comparison is made for the purpose of validating the simulation tool for this type of test. A complete validation should comprise the comparison for at least one tested vehicle and one variant of this vehicle, covered by a parameter variation in the vehicle model. 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[null,"ISO","ISO 16781; 2013: Space systems -- Simulation requirements for control system","Implemented","Simulation in Support of Design","Control System Simulation","All","ISO 16781:2013 provides guidance to control system engineers on what to simulate and how to use simulation to support their system engineering tasks. The standard provides simulation requirements of control system for different phases in the process of designing a control system. Control system engineers can carry out various types of simulation experiments during various phases, according to ISO 16781:2013. ISO 16781:2013 establishes a minimum set of requirements for simulation of control system. 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The standard provides simulation requirements of control system for different phases in the process of designing a control system. Control system engineers can carry out various types of simulation experiments during various phases, according to ISO 16781:2013. ISO 16781:2013 establishes a minimum set of requirements for simulation of control system. The requirements are generic in nature because of their broad applicability to all types of simulations.\">ISO 16781; 2013: Space systems -- Simulation requirements for control system"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 16781:2013 provides guidance to control system engineers on what to simulate and how to use simulation to support their system engineering tasks. 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The standard provides simulation requirements of control system for different phases in the process of designing a control system. Control system engineers can carry out various types of simulation experiments during various phases, according to ISO 16781:2013. ISO 16781:2013 establishes a minimum set of requirements for simulation of control system. 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Control system engineers can carry out various types of simulation experiments during various phases, according to ISO 16781:2013. ISO 16781:2013 establishes a minimum set of requirements for simulation of control system. The requirements are generic in nature because of their broad applicability to all types of simulations.\">ISO 16781; 2013: Space systems -- Simulation requirements for control system | <a href=\"https://www.iso.org/standard/57702.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Control System Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 16781:2013 provides guidance to control system engineers on what to simulate and how to use simulation to support their system engineering tasks. 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[null,"ISO","ISO 16730-1; 2015: Fire safety engineering -- Procedures and requirements for verification and validation of calculation methods -- Part 1: General","Implemented","Simulation Quality Management","Thermal-Mechanical Analysis","Structures","ISO 16730-1:2015 establishes a framework for the verification and validation of all types of calculation methods used as tools for fire safety engineering by specifying specific procedures and requirements for the purpose. It does not address specific fire models, but it is applicable to analytical models, algebraic correlations and complex numerical models, which are addressed as calculation methods in the context of this International Standard. This standard includes:\n- a process to determine that the relevant equations and calculation methods are implemented correctly (verification) and that the calculation method being considered is an accurate representation of the real world (validation),\n- requirements for data against which a calculation method's predicted results are checked, and\n- guidance on use of this International Standard by developers and/or users of calculation methods, and by those assessing the results obtained by using calculation methods.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/62111.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/62111.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 16730-1:2015 establishes a framework for the verification and validation of all types of calculation methods used as tools for fire safety engineering by specifying specific procedures and requirements for the purpose. 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[null,"ISO","ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development","Implemented","Simulation Quality Management","Thermal-Mechanical Analysis","Structures","This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. 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Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. 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It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development | <a href=\"https://www.iso.org/standard/37515.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development | <a href=\"https://www.iso.org/standard/37515.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development | <a href=\"https://www.iso.org/standard/37515.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Thermal-Mechanical Analysis</td>\n<td>Structures</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a review of the advances that have been made in measuring and understanding how structural materials respond to fire in terms of changes in their elevated temperature, and physical and mechanical characteristics, and to identify areas where further work is necessary to generate the data required. Analytical methods for heat transfer are combined with mechanical models to calculate structural behaviour from single elements up to complete frames under real fire and ISO Standard furnace heating conditions. It reviews advances in computational analysis and indicates how these can be used with probabilistic analysis to provide a risk-based approach to structural fire engineering design.\">ISO/TR 12471; 2004: Computational structural fire design -- Review of calculation models, fire tests for determining input material data and needs for further development | <a href=\"https://www.iso.org/standard/37515.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Thermal-Mechanical Analysis</td>\n<td>Structures</td>\n</tr>"}]
[null,"ISO","ISO/TR 16730-3; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 3: Example of a CFD model","Implemented","Simulation Quality Management","CFD\nThermal\nV&V","Structures","This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validated results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO/TR 16730-3:2013 is the simulation of a fire in an open environment or confined compartments with natural or forced ventilation system.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/53795.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/53795.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validated results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO/TR 16730-3:2013 is the simulation of a fire in an open environment or confined compartments with natural or forced ventilation system.\">ISO/TR 16730-3; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 3: Example of a CFD model"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validated results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO/TR 16730-3:2013 is the simulation of a fire in an open environment or confined compartments with natural or forced ventilation system.\">ISO/TR 16730-3; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 3: Example of a CFD model"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validated results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. 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[null,"ISO","ISO/TR 16730-4; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 4: Example of a structural model ","Implemented","Simulation Quality Management","Thermal - Mechanical Simulation","Structures","This standard shows how ISO 16730‑1 is applied to a calculation method for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation. 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It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation. The example describes the application of procedures given in ISO 16730‑1 for a structural fire resistance model. \nThe main objective of the specific model treated here is the simulation of the heat transfer and structural responses of wall assemblies.\">ISO/TR 16730-4; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 4: Example of a structural model  | <a href=\"https://www.iso.org/standard/53796.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Thermal - Mechanical Simulation</td>\n<td>Structures</td>\n</tr>"}]
[null,"ISO","ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements","Implemented","Simulation Quality Management","V&V","Structures","This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.","https://www.iso.org/standard/70456.html",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/70456.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/70456.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements | <a href=\"https://www.iso.org/standard/70456.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements | <a href=\"https://www.iso.org/standard/70456.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements | <a href=\"https://www.iso.org/standard/70456.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Structures</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This document provides requirements to govern the application of explicit algebraic formulae sets to the calculation of fire phenomena. This document is an implementation of the general requirements provided in ISO 16730‑1 for the case of fire dynamics calculations involving sets of explicit algebraic formulae.\">ISO 24678-1; 2019: Fire safety engineering -- Requirements governing algebraic formulae -- Part 1: General requirements | <a href=\"https://www.iso.org/standard/70456.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>Structures</td>\n</tr>"}]
[null,"ISO","ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model","Implemented","Simulation Quality Management","V&V\nBehavioural Modelling","Structures","This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.","https://www.iso.org/standard/53797.html",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/53797.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/53797.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model | <a href=\"https://www.iso.org/standard/53797.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model | <a href=\"https://www.iso.org/standard/53797.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model | <a href=\"https://www.iso.org/standard/53797.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nBehavioural Modelling</td>\n<td>Structures</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard describes what the contents of a technical documentation and of a user's manual should be for an assessment, if the application of a calculation method as engineering tool to predict real-world scenarios leads to validate results. Its purpose is to show how ISO 16730‑1 is applied to a calculation method, for a specific example. It demonstrates how technical and users' aspects of the method are properly described in order to enable the assessment of the method in view of verification and validation.\nThe main objective of the specific model treated in ISO 16730-5:2013 is the simulation of the evacuation of a high-rise building with a large occupant population.\">ISO/TR 16730-5; 2013: Fire safety engineering -- Assessment, verification and validation of calculation methods -- Part 5: Example of an Egress model | <a href=\"https://www.iso.org/standard/53797.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V\nBehavioural Modelling</td>\n<td>Structures</td>\n</tr>"}]
[null,"ISO","ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation","Implemented","Simulation Quality Management","Heat Transfer\nResidual Stress\nMicrostructure Modelling\nThermal - Structural Analysis","Manufacturing","This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.","https://www.iso.org/standard/61645.html",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/61645.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/61645.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation | <a href=\"https://www.iso.org/standard/61645.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation | <a href=\"https://www.iso.org/standard/61645.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation | <a href=\"https://www.iso.org/standard/61645.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Heat Transfer\nResidual Stress\nMicrostructure Modelling\nThermal - Structural Analysis</td>\n<td>Manufacturing</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard provides a workflow for the execution, validation, verification and documentation of a numerical welding simulation within the field of computational welding mechanics (CWM). As such, it primarily addresses thermal and mechanical finite element analysis (FEA) of the fusion welding (see ISO/TR 25901:2007, 2.165) of metal parts and fabrications. This Technical Specification refers to the following physical effects:\n- physics of the heat source (e.g., laser or welding arc);\n- physics of the melt pool (and key hole for power beam welds);\n- creation and retention of non-equilibrium solid phases;\n- solution and precipitation of second phase particles;\n- effect of microstructure on material properties.\">ISO/TS 18166; 2016: Numerical welding simulation -- Execution and documentation | <a href=\"https://www.iso.org/standard/61645.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Heat Transfer\nResidual Stress\nMicrostructure Modelling\nThermal - Structural Analysis</td>\n<td>Manufacturing</td>\n</tr>"}]
[null,"ISO","ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description","Implemented","Data Management","Systems Modelling & Simulation","All","ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.","https://www.iso.org/standard/50508.html","http://www.iso-architecture.org/ieee-1471/",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.iso.org/standard/50508.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"http://www.iso-architecture.org/ieee-1471/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/50508.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description | <a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description | <a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a> | <a href=\"https://www.iso.org/standard/50508.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description | <a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a> | <a href=\"https://www.iso.org/standard/50508.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description | <a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a> | <a href=\"https://www.iso.org/standard/50508.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO/IEC/IEEE 42010:2011 defines requirements on the description of system, software and enterprise architectures. It aims to standardise the practice of architecture description by defining standard terms, presenting a conceptual foundation for expressing, communicating and reviewing architectures and specifying requirements that apply to architecture descriptions, architecture frameworks and architecture description languages.\nA conceptual model of architecture description is established. The required contents of an architecture description are specified. Architecture viewpoints, architecture frameworks and architecture description languages are introduced for codifying conventions and common practices of architecture description. The required content of architecture viewpoints, architecture frameworks and architecture description languages is specified.\">ISO/IEC/IEEE 42010; 2011: Systems and software engineering -- Architecture description | <a href=\"http://www.iso-architecture.org/ieee-1471/\">Document</a> | <a href=\"https://www.iso.org/standard/50508.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"ITEA: the EUREKA Cluster Program","VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program","In Development","Data Management","Data Exchange\nInteroperability","Manufacturing","The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://itea3.org/project/vmap.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://itea3.org/project/vmap.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program | <a href=\"https://itea3.org/project/vmap.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program | <a href=\"https://itea3.org/project/vmap.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program | <a href=\"https://itea3.org/project/vmap.html\">Website</a></div></td>\n<td>In Development</td>\n<td>Data Management</td>\n<td>Data Exchange\nInteroperability</td>\n<td>Manufacturing</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>ITEA: the EUREKA Cluster Program</td>\n   <td><div title=\"The ITEA VMAP project aims to gain a common understanding of, and interoperable definitions for, virtual material models in CAE.  Using industrial use cases from major material domains and with representative manufacturing processes, new concepts will be created for a universal material exchange interface for virtual engineering workflows.    The lack of software standards in virtual engineering workflows and incompatible interfaces for the transfer of virtual material information not only cause additional costs and complex manual adaptation but also lead to inflexible IT solutions, loss of information and significant delays in the overall design process. The standardisation of material interfaces in CAE is therefore vital for all industry segments where material behaviour is central to product and process design.\n\n\">VMAP – Virtual Material Modelling in Manufacturing; an industry-driven Research, Development and Innovation (R&D&I) program | <a href=\"https://itea3.org/project/vmap.html\">Website</a></div></td>\n<td>In Development</td>\n<td>Data Management</td>\n<td>Data Exchange\nInteroperability</td>\n<td>Manufacturing</td>\n</tr>"}]
[null,"Modelica Association","DCP (Distributed Co-Simulation Protocol)","Implemented","Data Management","Co-simulation\nInteroperability\nSystem Level Simulation","All","The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.","Visit","Document","Visit","Visit","Visit",{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://dcp-standard.org/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.researchgate.net/publication/327857538_The_Distributed_Co-Simulation_Protocol_for_the_Integration_of_Real-Time_Systems_and_Simulation_Environments"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":"https://www.modelica.org/legal/projects/DCP-MAP-Application.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":"https://dl.acm.org/citation.cfm?id=3275383"},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://dcp-standard.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.researchgate.net/publication/327857538_The_Distributed_Co-Simulation_Protocol_for_the_Integration_of_Real-Time_Systems_and_Simulation_Environments\">Link </a>\n<a href=\"https://www.modelica.org/legal/projects/DCP-MAP-Application.pdf\">Link </a>\n<a href=\"https://dl.acm.org/citation.cfm?id=3275383\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol) | <a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol) | <a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a> | <a href=\"https://dcp-standard.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol) | <a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a> | <a href=\"https://dcp-standard.org/\">Website</a> | <a href=\"https://www.researchgate.net/publication/327857538_The_Distributed_Co-Simulation_Protocol_for_the_Integration_of_Real-Time_Systems_and_Simulation_Environments\">Link </a>\n<a href=\"https://www.modelica.org/legal/projects/DCP-MAP-Application.pdf\">Link </a>\n<a href=\"https://dl.acm.org/citation.cfm?id=3275383\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol) | <a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a> | <a href=\"https://dcp-standard.org/\">Website</a> | <a href=\"https://www.researchgate.net/publication/327857538_The_Distributed_Co-Simulation_Protocol_for_the_Integration_of_Real-Time_Systems_and_Simulation_Environments\">Link </a>\n<a href=\"https://www.modelica.org/legal/projects/DCP-MAP-Application.pdf\">Link </a>\n<a href=\"https://dl.acm.org/citation.cfm?id=3275383\">Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Co-simulation\nInteroperability\nSystem Level Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"The DCP allows for real-time and non-real-time system integration and simulation.  It consists of a data model, a finite state machine, and a communication protocol including a set of protocol data units.  It is designed as a tool independent standard.  It enables the definition, configuration and execution of a wide range of different simulations and test scenarios, and it supports a master-slave architecture for simulation setup and control.  One of its objectives is to provide for integration of simulation and testing environments.\">DCP (Distributed Co-Simulation Protocol) | <a href=\"https://dcp-standard.org/assets/specification/DCP_Specification_v1.0.pdf\">Document</a> | <a href=\"https://dcp-standard.org/\">Website</a> | <a href=\"https://www.researchgate.net/publication/327857538_The_Distributed_Co-Simulation_Protocol_for_the_Integration_of_Real-Time_Systems_and_Simulation_Environments\">Link </a>\n<a href=\"https://www.modelica.org/legal/projects/DCP-MAP-Application.pdf\">Link </a>\n<a href=\"https://dl.acm.org/citation.cfm?id=3275383\">Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Co-simulation\nInteroperability\nSystem Level Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"Modelica Association","FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling","Implemented","Model Management","Co-simulation\nInteroperability\nSystem Level Simulation","All","Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. 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The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling | <a href=\"https://svn.modelica.org/fmi/branches/public/specifications/v2.0/FMI_for_ModelExchange_and_CoSimulation_v2.0.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  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FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling | <a href=\"https://svn.modelica.org/fmi/branches/public/specifications/v2.0/FMI_for_ModelExchange_and_CoSimulation_v2.0.pdf\">Document</a> | <a href=\"https://fmi-standard.org/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling | <a href=\"https://svn.modelica.org/fmi/branches/public/specifications/v2.0/FMI_for_ModelExchange_and_CoSimulation_v2.0.pdf\">Document</a> | <a href=\"https://fmi-standard.org/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling | <a href=\"https://svn.modelica.org/fmi/branches/public/specifications/v2.0/FMI_for_ModelExchange_and_CoSimulation_v2.0.pdf\">Document</a> | <a href=\"https://fmi-standard.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Co-simulation\nInteroperability\nSystem Level Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"Functional Mock-up Interface (FMI) is a tool independent standard to support both model exchange and co-simulation of dynamic models using a combination of xml-files and compiled C-code (see overview in PDF or PPT format).  The first version, FMI 1.0, was published in 2010, followed by FMI 2.0 in July 2014. The FMI development was initiated by Daimler AG with the goal to improve the exchange of simulation models between suppliers and OEMs (see History). As of today, development of the standard continues through the participation of 16 companies and research institutes under the roof of the Modelica Association as a Modelica Association Project. FMI is supported by over 100 tools and is used by automotive and non-automotive organizations throughout Europe, Asia and North America.\">FMI and FMU (Functional Mockup Interface and Functional Mockup Unit) for Systems Modeling | <a href=\"https://svn.modelica.org/fmi/branches/public/specifications/v2.0/FMI_for_ModelExchange_and_CoSimulation_v2.0.pdf\">Document</a> | <a href=\"https://fmi-standard.org/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Model Management</td>\n<td>Co-simulation\nInteroperability\nSystem Level Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"Modelica Association","SSP (System Structure and Parameterization)","In Development","Data Management","Co-simulation\nInteroperability\nSystem Level Simulation","All","An open format for describing the connection structure of a network of components (interconnected FMUs) and the parameterization of such systems.  It can also be used to specify multiple configurations of a given system. 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It can also be used to specify multiple configurations of a given system. \">SSP (System Structure and Parameterization)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"An open format for describing the connection structure of a network of components (interconnected FMUs) and the parameterization of such systems.  It can also be used to specify multiple configurations of a given system. \">SSP (System Structure and Parameterization)"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"An open format for describing the connection structure of a network of components (interconnected FMUs) and the parameterization of such systems.  It can also be used to specify multiple configurations of a given system. \">SSP (System Structure and Parameterization)"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"An open format for describing the connection structure of a network of components (interconnected FMUs) and the parameterization of such systems.  It can also be used to specify multiple configurations of a given system. \">SSP (System Structure and Parameterization) | <a href=\"http://www.omgwiki.org/MBSE/lib/exe/fetch.php?media=mbse:smswg:smswg_17_modelica_ssp_project_overview.pdf\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Modelica Association</td>\n   <td><div title=\"An open format for describing the connection structure of a network of components (interconnected FMUs) and the parameterization of such systems.  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It can also be used to specify multiple configurations of a given system. \">SSP (System Structure and Parameterization) | <a href=\"http://www.omgwiki.org/MBSE/lib/exe/fetch.php?media=mbse:smswg:smswg_17_modelica_ssp_project_overview.pdf\">Link </a></div></td>\n<td>In Development</td>\n<td>Data Management</td>\n<td>Co-simulation\nInteroperability\nSystem Level Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"NAFEMS","Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS","Under Review","Simulation Quality Management","V&V","All","This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.",null,null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.nafems.org/about/technical-working-groups/simulation-governance-management/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.nafems.org/about/technical-working-groups/simulation-governance-management/\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS | <a href=\"https://www.nafems.org/about/technical-working-groups/simulation-governance-management/\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS | <a href=\"https://www.nafems.org/about/technical-working-groups/simulation-governance-management/\">Link </a></div></td>\n<td>Under Review</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"This release of the Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS is currently under development. \n\nThe aim of this document is to assist simulation organizations with the development and implementation of a quality management system for engineering simulation based on quality standards ISO 9001:2015 and NAFEMS ESQMS:2015.  It is intended that this text provides sufficient information for readers to gain an understanding of the basic concept of ISO 9001 quality management in the context of engineering simulation.  It should also provide enough information to enable a quality management system for engineering simulation to be planned and developed within the simulation organization.\">Engineering Simulation Quality Management System - Guidelines for NAFEMS ESQMS | <a href=\"https://www.nafems.org/about/technical-working-groups/simulation-governance-management/\">Link </a></div></td>\n<td>Under Review</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"}]
[null,"NAFEMS","Engineering Simulation Quality Management Systems  -  Requirements - ESQMS:2015","Under Review","Simulation Quality Management","V&V","All","The NAFEMS Engineering Simulation Quality Management Standard (ESQMS) relates to ISO 9001 for quality management of engineering simulation used in support of assessments of engineered systems. The purpose of the ESQMS is to interpret the requirements of ISO 9001 in the particular context of engineering simulation. \n\nThis edition of the NAFEMS ESQMS:2015 is currently under development. When released it is intended to replace its predecessor, NAFEMS QSS:2015. 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When released it is intended to replace its predecessor, NAFEMS QSS:2015. \">Engineering Simulation Quality Management Systems  -  Requirements - ESQMS:2015"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The NAFEMS Engineering Simulation Quality Management Standard (ESQMS) relates to ISO 9001 for quality management of engineering simulation used in support of assessments of engineered systems. The purpose of the ESQMS is to interpret the requirements of ISO 9001 in the particular context of engineering simulation. \n\nThis edition of the NAFEMS ESQMS:2015 is currently under development. 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[null,"NAFEMS","NAFEMS QSS Primer 2014","Implemented","Simulation Quality Management","V&V","All","The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.nafems.org/publications/resource_center/r0116/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.nafems.org/publications/resource_center/qss_2015/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.nafems.org/publications/resource_center/r0116/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.nafems.org/publications/resource_center/qss_2015/\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.\">NAFEMS QSS Primer 2014"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.\">NAFEMS QSS Primer 2014"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.\">NAFEMS QSS Primer 2014 | <a href=\"https://www.nafems.org/publications/resource_center/r0116/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.\">NAFEMS QSS Primer 2014 | <a href=\"https://www.nafems.org/publications/resource_center/r0116/\">Website</a> | <a href=\"https://www.nafems.org/publications/resource_center/qss_2015/\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>NAFEMS</td>\n   <td><div title=\"The purpose of the NAFEMS QSS Primer is to assist in the development and implementation of an ISO 9001:2008 and NAFEMS QSS:2008 based quality management system for engineering simulation. 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It is intended that the text provides sufficient information to understand the basic concepts of quality management, and to enable a quality management system for engineering simulation to be planned and developed within a simulation project organization, using a simulation error-controlled approach. In order to develop an error-controlled quality management system for engineering simulation, it is first necessary to understand the engineering simulation process, its sources of error, and the fundamentals of project quality management. This is the subject matter of Part I of the text, where Chapter 1 begins with an overview of the engineering simulation process, Chapter 2 introduces quality management systems, and Chapter 3 discusses simulation project quality management. Part II then proceeds to explain how these processes can be used to develop a project quality management system for engineering simulation in accordance with the requirements of ISO 9001 and NAFEMS QSS. From Chapter 4 onwards the structure of the QSS Primer is aligned with the clauses of ISO 9001 and NAFEMS QSS in order to support their interpretation and application. The appendices refer to quality management principles, terms and definitions.\">NAFEMS QSS Primer 2014 | <a href=\"https://www.nafems.org/publications/resource_center/r0116/\">Website</a> | <a href=\"https://www.nafems.org/publications/resource_center/qss_2015/\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"}]
[null,"NAFEMS","Engineering Simulation - Quality management systems - Requirements","Implemented","Simulation Quality Management","V&V","All","NAFEMS QSS:2015 is derived from the ISO 9001:2015 generic quality management system requirements and interpreted in the particular context of engineering simulation.  It cancelled and replaced its predecessor, NAFEMS QSS:2008.  Proper application of NAFEMS ESQMS will ensure that quality principles are built into the simulation process at a fundamental level, facilitating evaluation and control of quality at every stage of the simulation process and enabling engineering simulation to be consistently carried out to the required professional standards.  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NASA-STD-7009 and this Handbook are intended for use by M&S practitioners, technical reviewers, decision makers, and others in the organization implementing, reviewing, using, or receiving the results from an M&S-based analysis. \">NASA-HDBK-7009; 2013: NASA Handbook for Models and Simulations: An Implementation Guide for NASA-STD-7009 | <a href=\"https://standards.nasa.gov/file/16516/download?token=A1mr0Ziw\">Document</a> | <a href=\"https://standards.nasa.gov/standard/nasa/nasa-hdbk-7009\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Simulation Governance</td>\n<td>All</td>\n</tr>"}]
[null,"NASA","NASA-STD-5002; 1996: Load Analyses of Spacecraft and Payloads","Implemented","Simulation Quality Management","Loading","Aerospace","This standard describes the accepted practices and requirements for the conduct of load analyses for payloads and spacecraft structures. Load regimes are identified. Requirements are set for establishing forcing functions and mathematical models and for performing analyses and verification of models by tests. 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The discipline-specific details of a given M&S should be obtained from relevant recommended practices.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.nasa.gov/standard/nasa/nasa-std-7009"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.nasa.gov/standard/nasa/nasa-std-7009\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations | <a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations | <a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a> | <a href=\"https://standards.nasa.gov/standard/nasa/nasa-std-7009\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations | <a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a> | <a href=\"https://standards.nasa.gov/standard/nasa/nasa-std-7009\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations | <a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a> | <a href=\"https://standards.nasa.gov/standard/nasa/nasa-std-7009\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Simulation Governance</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>NASA</td>\n   <td><div title=\"This NASA Technical Standard provides an approved set of requirements, recommendations, and criteria with which models and simulations (M&S) may be developed, accepted, and used in support of NASA activities. As the M&S disciplines employed and application areas involved are broad, the common aspects of M&S across all NASA activities are addressed. The discipline-specific details of a given M&S should be obtained from relevant recommended practices.\">NASA-STD-7009A; 2016: Standard for Models and Simulations | <a href=\"https://standards.nasa.gov/file/2596/download?token=Qy4L_Biw\">Document</a> | <a href=\"https://standards.nasa.gov/standard/nasa/nasa-std-7009\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Simulation Governance</td>\n<td>All</td>\n</tr>"}]
[null,"NATO (North Atlantic Treaty Organization)","NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015","Implemented","Simulation Quality Management","Simulation Governance","All","The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.mscoe.org/nato-hla-certification-reference-docs/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.mscoe.org/nato-hla-certification-reference-docs/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015 | <a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015 | <a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a> | <a href=\"https://www.mscoe.org/nato-hla-certification-reference-docs/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015 | <a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a> | <a href=\"https://www.mscoe.org/nato-hla-certification-reference-docs/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015 | <a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a> | <a href=\"https://www.mscoe.org/nato-hla-certification-reference-docs/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Simulation Governance</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>NATO (North Atlantic Treaty Organization)</td>\n   <td><div title=\"The mission of the NATO Modelling and Simulation (M&S) Group (NMSG) is to promote co-operation among Alliance bodies, NATO member nations and partner nations to maximise the effective utilisation of M&S.  AMSP-01 maintains information on M&S standards and recommended practices relevant to achieving interoperability and re-use of components, data, models or best practices. It provides recommendations that can be used as guidance in the selection and use of M&S standards for NATO and national activities, e.g. coalition training and experimentation.  The standards are classified in the following categories: a. M&S Methodology, Architecture and Processes, with sub-categories, b. Conceptual Modelling and Scenarios, c. M&S Interoperability, d. Information Exchange Data Models, e. Software Engineering, f. Synthetic Natural Environment, with sub-categories, g. Simulation Analysis and Evaluation,  and h. M&S Miscellaneous.\">NATO-AMSP-01: NATO Modelling and Simulation Standards Profile Version 1 March 2015 | <a href=\"https://www.mscoe.org/content/uploads/2017/12/AMSP-01C.pdf\">Document</a> | <a href=\"https://www.mscoe.org/nato-hla-certification-reference-docs/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Simulation Governance</td>\n<td>All</td>\n</tr>"}]
[null,"NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation","Evaluating vapor dispersion models for safety analysis of LNG facilities","Implemented","Simulation Quality Management","CFD","Oil & Gas","This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).","Visit","Document","Document",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGMEPAppendixB.ashx?la=en"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGMEPAppendixB.ashx?la=en\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a> | <a href=\"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a> | <a href=\"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update\">Website</a> | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGMEPAppendixB.ashx?la=en\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a> | <a href=\"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update\">Website</a> | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGMEPAppendixB.ashx?la=en\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>CFD</td>\n<td>Oil & Gas</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>NFPA, FPRF - National Fire Protection Association, Fire Protection Research Foundation</td>\n   <td><div title=\"This report describes a Model Evaluation Protocol (MEP) that can be used for assessing the suitability of Liquefied Natural Gas (LNG) dispersion models for estimating the size of exclusion zones around LNG facilities. The development of this MEP was funded by the Fire Protection Research Foundation (FPRF) of the National Fire Protection Association (NFPA) and the work was carried out by the UK Health and Safety Laboratory. This led to the publication of the first edition of this report in 2007 by Ivings et al. (2007).\">Evaluating vapor dispersion models for safety analysis of LNG facilities | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGDispersionModelMEP.ashx?la=en\">Document</a> | <a href=\"https://www.nfpa.org/News-and-Research/Data-research-and-tools/Hazardous-Materials/LNG-model-evaluation-protocol-and-validation-database-update\">Website</a> | <a href=\"https://www.nfpa.org/-/media/Files/News-and-Research/Fire-statistics-and-reports/Hazardous-materials/RFLNGMEPAppendixB.ashx?la=en\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>CFD</td>\n<td>Oil & Gas</td>\n</tr>"}]
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","Visit",null,"Visit","Visit",null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://open-services.net/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.oasis-open.org/standards"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":"http://www.oasis-oslc.org/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://open-services.net/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.oasis-open.org/standards\">Link </a>\n<a href=\"http://www.oasis-oslc.org/\"Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration | <a href=\"https://open-services.net/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration | <a href=\"https://open-services.net/\">Website</a> | <a href=\"https://www.oasis-open.org/standards\">Link </a>\n<a href=\"http://www.oasis-oslc.org/\"Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration | <a href=\"https://open-services.net/\">Website</a> | <a href=\"https://www.oasis-open.org/standards\">Link </a>\n<a href=\"http://www.oasis-oslc.org/\"Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Interoperability</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>OASIS (Organization for the Advancement of Structured Information Standards)</td>\n   <td><div title=\"A Hypermedia API standard and RDF-based specifications for data interoperability, making it easy and practical for software lifecycle tools to share data with one another.  This approach allows integrations to be built, independent of the different product APIs.  OSLC is built on the World Wide Web Consortium (W3C) Resource Description Framework (RDF), Linked Data and Representational State Transfer (REST) Architecture (HTTP, URI, JSON, and XM). \">OSLC (Open Services for Lifecycle Collaboration) Web Collaboration | <a href=\"https://open-services.net/\">Website</a> | <a href=\"https://www.oasis-open.org/standards\">Link </a>\n<a href=\"http://www.oasis-oslc.org/\"Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Interoperability</td>\n<td>All</td>\n</tr>"}]
[null,"OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)","NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications ","Implemented","Simulation Guidance","CFD","Nuclear","This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.oecd-nea.org/nsd/docs/indexcsni.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.nrc.gov/docs/ML0715/ML071581053.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.oecd-nea.org/nsd/docs/indexcsni.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications "},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications  | <a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications  | <a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a> | <a href=\"https://www.oecd-nea.org/nsd/docs/indexcsni.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications  | <a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a> | <a href=\"https://www.oecd-nea.org/nsd/docs/indexcsni.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications  | <a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a> | <a href=\"https://www.oecd-nea.org/nsd/docs/indexcsni.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Guidance</td>\n<td>CFD</td>\n<td>Nuclear</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>OECD (Organisation for Economic Co-operation and Development) - NEA (Nuclear Energy Agency)</td>\n   <td><div title=\"This document is primary purpose is to provide practical guidance for application of single phase Computational Fluid Dynamics (CFD) to the analysis of Nuclear Reactor Safety (NRS). We will consider use of CFD programs solving Reynolds Average Navier-Stokes (RANS) equations on both regular and unstructured meshes, as well as use of Large Eddy Simulation (LES), and Detached Eddy Simulation (DES). Very little will be said about Direct Numerical Simulation (DNS), as it is only practical for a very limited range of applications.\">NEA/CSNI/R(2007)5: Best Practice Guidelines for the use of CFD in Nuclear Reactor Safety Applications  | <a href=\"https://www.nrc.gov/docs/ML0715/ML071581053.pdf\">Document</a> | <a href=\"https://www.oecd-nea.org/nsd/docs/indexcsni.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Guidance</td>\n<td>CFD</td>\n<td>Nuclear</td>\n</tr>"}]
[null,"OMG (Object Management Group) ","SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format)","Implemented","Data Management","Systems Modelling & Simulation","All","A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.omg.org/news/releases/pr2018/01-24-18.htm"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.omg.org/news/releases/pr2018/01-24-18.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format)"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format) | <a href=\"https://www.omg.org/news/releases/pr2018/01-24-18.htm\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format) | <a href=\"https://www.omg.org/news/releases/pr2018/01-24-18.htm\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format) | <a href=\"https://www.omg.org/news/releases/pr2018/01-24-18.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"A general-purpose modeling language for systems engineering applications. It supports the specification, analysis, design, verification and validation of a broad range of systems and systems-of-systems.\">SysML V2 (Systems Modeling Language) and RIF/ReqIF (Requirements Interchange Format) | <a href=\"https://www.omg.org/news/releases/pr2018/01-24-18.htm\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Systems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"OMG (Object Management Group) ","XML/XMI","Implemented","Data Management","Data Exchange\nSystems Modelling & Simulation","All","The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.omg.org/spec/XMI/About-XMI/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.omg.org/spec/XMI/2.5.1/PDF"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.omg.org/spec/XMI/About-XMI/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI | <a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI | <a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a> | <a href=\"https://www.omg.org/spec/XMI/About-XMI/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI | <a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a> | <a href=\"https://www.omg.org/spec/XMI/About-XMI/\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI | <a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a> | <a href=\"https://www.omg.org/spec/XMI/About-XMI/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nSystems Modelling & Simulation</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>OMG (Object Management Group) </td>\n   <td><div title=\"The XML Metadata Interchange (XMI) standard for exchanging metadata information via Extensible Markup Language (XML) can be used for any metadata whose metamodel can be expressed in Meta-Object Facility (MOF).  The most common use of XMI is as an interchange format for UML models, although it can also be used for serialization of models of other languages (metamodels). \n \nIn the OMG vision of modeling, data is split into abstract models and concrete models. The abstract models represent the semantic information, whereas the concrete models represent visual diagrams.  Abstract models are instances of arbitrary MOF-based modeling languages such as UML or SysML.  For diagrams, the Diagram Interchange (DI, XMI[DI]) standard is used.  At the moment there are several incompatibilities between different modeling tool vendor implementations of XMI, even between interchange of abstract model data.  The usage of Diagram Interchange is almost nonexistent; this means exchanging files between UML modeling tools using XMI is rarely possible.\n\nOne purpose of XML Metadata Interchange (XMI) is to enable easy interchange of metadata between UML-based modeling tools and MOF-based metadata repositories in distributed heterogeneous environments.  XMI is also commonly used as the medium by which models are passed from modeling tools to software generation tools as part of model-driven engineering.\">XML/XMI | <a href=\"https://www.omg.org/spec/XMI/2.5.1/PDF\">Document</a> | <a href=\"https://www.omg.org/spec/XMI/About-XMI/\">Website</a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nSystems Modelling & Simulation</td>\n<td>All</td>\n</tr>"}]
[null,"Sandia","PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948","Implemented","Simulation Quality Management","V&V","All","The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"The PCMM addresses six contributing elements to M&S: (1) representation and geometric fidelity, (2) physics and material model fidelity, (3) code verification, (4) solution verification, (5) model validation, and (6) uncertainty quantification and sensitivity analysis. For each of these elements, attributes are identified that characterize four increasing levels of maturity. Importantly, the PCMM is a structured method for assessing the maturity of an M&S effort that is directed toward an engineering application of interest. The PCMM does not assess whether the M&S effort, the accuracy of the predictions, or the performance of the engineering system satisfies or does not satisfy specified application requirements.\">PCMM (Predictive Capability Maturity Model) for Computational Modeling and Simulation; Sandia Report SAND2007-5948 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2007/075948.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"}]
[null,"Sandia","V&V Framework; Sandia Report SAND2015-7455","Implemented","Simulation Quality Management","V&V","All","A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.",null,"Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>Sandia</td>\n   <td><div title=\"A Verification and Validation (V&V) framework is presented for the development and execution of coordinated modeling and experimental programs to assess the predictive capability of computational models of complex systems through focused, well structured, and formal processes. The elements of the framework are based on established V&V methodology developed by various organizations including the Department of Energy, National Aeronautics and Space Administration, the American Institute of Aeronautics and Astronautics, and the American Society of Mechanical Engineers. Four main topics are addressed: 1) Program planning based on expert elicitation of the modeling physics requirements, 2) experimental design for model assessment, 3) uncertainty quantification for experimental observations and computational model simulations, and 4) assessment of the model predictive capability. The audience for this document includes program planners, modelers, experimentalist, V&V\nspecialist, and customers of the modeling results.\">V&V Framework; Sandia Report SAND2015-7455 | <a href=\"https://prod.sandia.gov/techlib-noauth/access-control.cgi/2015/157455.pdf\">Document</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>V&V</td>\n<td>All</td>\n</tr>"}]
[null,"UN/ECE (Economic Commission for Europe of the United Nations)","UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure","Implemented","Simulation in Support of Design","Dynamics","Automotive","Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.unece.org/?id=39144"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.unece.org/?id=39144\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure | <a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure | <a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a> | <a href=\"https://www.unece.org/?id=39144\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure | <a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a> | <a href=\"https://www.unece.org/?id=39144\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure | <a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a> | <a href=\"https://www.unece.org/?id=39144\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Dynamics</td>\n<td>Automotive</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>UN/ECE (Economic Commission for Europe of the United Nations)</td>\n   <td><div title=\"Uniform provisions concerning the approval of large passenger vehicles with regard to the strength of their superstructure. ANNEX 9 of R66, \"COMPUTER SIMULATION OF ROLLOVER TEST ON COMPLETE VEHICLE AS AN EQUIVALENT APPROVAL METHOD\" provides guidance on how the superstructure of large passenger vehicles  may be shown to meet the requirements specified by this Regulation using a computer simulation method approved by the technical service.\">UN/ECE-R66: Approval of large passenger vehicles with regard to the strength of their superstructure | <a href=\"https://eur-lex.europa.eu/LexUriServ/LexUriServ.do?uri=OJ:L:2011:084:0001:0045:EN:PDF\">Document</a> | <a href=\"https://www.unece.org/?id=39144\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation in Support of Design</td>\n<td>Dynamics</td>\n<td>Automotive</td>\n</tr>"}]
[null,"USFDA (U.S. Food and Drug Administration)","Reporting of Computational Modeling Studies in Medical Device Submissions","Implemented","Simulation Quality Management","Reporting","Biomedical","For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.fda.gov/media/87586/download"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.fda.gov/media/87586/download\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions | <a href=\"https://www.fda.gov/media/87586/download\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions | <a href=\"https://www.fda.gov/media/87586/download\">Document</a> | <a href=\"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions | <a href=\"https://www.fda.gov/media/87586/download\">Document</a> | <a href=\"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions | <a href=\"https://www.fda.gov/media/87586/download\">Document</a> | <a href=\"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Reporting</td>\n<td>Biomedical</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>USFDA (U.S. Food and Drug Administration)</td>\n   <td><div title=\"For many years, computational modeling and simulation (CM&S) studies have been used by sponsors to support device design/development and have been reported in medical device submissions. These studies have traditionally been used in the areas of fluid dynamics (e.g., calculate shear stress in ventricular assist devices), solid mechanics (e.g., determine maximum stress locations in a hip implant), electromagnetics and optics (e.g., radio-frequency safety in magnetic resonance imaging, fluorescence for fiber optic spectroscopy devices), ultrasound propagation (e.g., absorbed energy distribution for therapeutic ultrasound), and thermal propagation (e.g., temperature rises with radiofrequency and laser ablation devices).\n\nThe purpose of this guidance document is to provide recommendations to industry on the formatting, organization, and content of reports of CM&S studies that are used to support medical device submissions. Moreover, this guidance is also for FDA Staff, to improve the consistency and predictability of the review of CM&S studies and to better facilitate full interpretation and complete review of those studies.\n\nFDA's guidance documents, including this guidance, do not establish legally enforceable responsibilities. Instead, guidance describe the Agency's current thinking on a topic and should be viewed only as recommendations, unless specific regulatory or statutory requirements are cited. The use of the word should in Agency guidance means that something is suggested or recommended, but not required.\">Reporting of Computational Modeling Studies in Medical Device Submissions | <a href=\"https://www.fda.gov/media/87586/download\">Document</a> | <a href=\"https://www.fda.gov/downloads/MedicalDevices/DeviceRegulationandGuidance/GuidanceDocuments/UCM381813.pdf\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Reporting</td>\n<td>Biomedical</td>\n</tr>"}]
[null,"VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)","VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)   ","Implemented","Data Management","Data Exchange\nProduct Data Management\nSimulation Data Management","All","These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. ",null,"Document","Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.vda.de/en/services/Publications/4967---simulation-data-management.html"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.vda.de/en/services/Publications/4967---simulation-data-management.html\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)   "},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)    | <a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)    | <a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)    | <a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/4967---simulation-data-management.html\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)    | <a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/4967---simulation-data-management.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nProduct Data Management\nSimulation Data Management</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"These recommendations were developed and supported by the VDA and the ProSTEP iViP Association.  VDA 4969 builds on the recommendations provided by VDA 4967. VDA 4969 provides an open and commonly available description of requirements, processes and use cases for the cross-enterprise and cross-domain integration of simulation and computation. It defines processes, relations and use cases which fulfil the requirements regarding communication and integration. This covers cross-enterprise and cross-domain scenarios as well as the interaction between authoring tools and data management systems. The recommendation also gives standardized definitions of CAE process modules and simulation data management (SDM) core functionalities. \">VDA 4967: Integration of Simulation and Computation in a PDM-Environment (SimPDM) and VDA 4969:  Simulation Data Management in Integrated Collaborative CAD/CAE Process Chains (Collaborative CAD/CAE Integration - C3I)    | <a href=\"https://www.prostep.org/fileadmin/downloads/Recommendation_PSI4-V20_SimPDM_Final.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/4967---simulation-data-management.html\">Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nProduct Data Management\nSimulation Data Management</td>\n<td>All</td>\n</tr>"}]
[null,"VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)","xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry","Implemented","Data Management","Data Exchange\nJoints","Automotive","χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.",null,"Document","Visit","Visit",null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.vda.de/en/services/Publications/fat-schriftenreihe-286.html"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":"https://www.nafems.org/publications/resource_center/c_dec_15_eu_1_7_2/"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.vda.de/en/services/Publications/fat-schriftenreihe-286.html\">Link </a>\n<a href=\"https://www.nafems.org/publications/resource_center/c_dec_15_eu_1_7_2/\"Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry | <a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry | <a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry | <a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/fat-schriftenreihe-286.html\">Link </a>\n<a href=\"https://www.nafems.org/publications/resource_center/c_dec_15_eu_1_7_2/\"Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry | <a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/fat-schriftenreihe-286.html\">Link </a>\n<a href=\"https://www.nafems.org/publications/resource_center/c_dec_15_eu_1_7_2/\"Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nJoints</td>\n<td>Automotive</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"χMCF is aimed at describing the major attributes of all joint types (welds, adhesives, bolts and screws etc.) in a neutral way. Information contained in χMCF can be shared by all participants in the development process (e.g. geometrical data for CAD, CAE and CAM, process parameters for CAM etc.). Once fully deployed, all application software uses the same χMCF. No interface or data conversion software is required and there is no risk of information loss. The objective is to allow a seamless data flow from CAD data creation through the various virtual and physical optimization & verification steps (CAE, Testing, Feasibility) and finally to manufacturing control processes a comprehensive standard for the characterization of joints is required. \n\nCAE engineers will benefit from the implementation of χMCF 3.0 in the pre-processors for a fully automated assembly of FE-models using batch-meshing and auto-assembly techniques, or the implementation in fatigue solvers for accelerated fatigue evaluations of complex structures. It is hopeful that it will find a broad application in the complete process chain CAD-CAE-CAM.\">xMCF Version 3: A Standard for Describing Connections and Joints in the Automotive Industry | <a href=\"https://www.vda.de/dam/vda/publications/2016/FAT/FAT-Schriftenreihe_286.pdf\">Document</a> | <a href=\"https://www.vda.de/en/services/Publications/fat-schriftenreihe-286.html\">Link </a>\n<a href=\"https://www.nafems.org/publications/resource_center/c_dec_15_eu_1_7_2/\"Link </a></div></td>\n<td>Implemented</td>\n<td>Data Management</td>\n<td>Data Exchange\nJoints</td>\n<td>Automotive</td>\n</tr>"}]
[null,"VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)","FATXML-Format Version V1.2","Implemented","Simulation Quality Management","Data Exchange","All","Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.","Visit","Document",null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip"},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":"<a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a>"},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2 | <a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2 | <a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a> | <a href=\"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2 | <a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a> | <a href=\"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2 | <a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a> | <a href=\"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Data Exchange</td>\n<td>All</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>VDA (Verband der Automobilindustrie; German Association of the Automotive Industry)</td>\n   <td><div title=\"Though import of product (assembly) structure and meta data has been established in many pre-processors throughout the last years, hand-over of this data via solving to post-processing is lacking in most cases. FATXML describes, how to overcome this with an XML format. XML data can be transported in stand-alone files, but preferably it is integrated into solver decks and exported to the output by supporting solvers.\">FATXML-Format Version V1.2 | <a href=\"https://www.vda.de/dam/FATXML_20170515_V1.2_R2.zip\">Document</a> | <a href=\"https://www.vda.de/de/services/Publikationen/fatxml-format-version-v1.2.html\">Website</a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>Data Exchange</td>\n<td>All</td>\n</tr>"}]
[null,"VDI (The Association of German Engineers)","VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model","Implemented","Simulation Quality Management","System Level Simulation","Logistics","This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.vdi.eu/uploads/tx_vdirili/pdf/2265221.pdf"},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.vdi.eu/uploads/tx_vdirili/pdf/2265221.pdf\">Link </a>"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model | <a href=\"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model | <a href=\"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/\">Website</a> | <a href=\"https://www.vdi.eu/uploads/tx_vdirili/pdf/2265221.pdf\">Link </a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model | <a href=\"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/\">Website</a> | <a href=\"https://www.vdi.eu/uploads/tx_vdirili/pdf/2265221.pdf\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>System Level Simulation</td>\n<td>Logistics</td>\n</tr>"},{"$f":"IF(Table3[Is the standard relevant]=\"Y\",Table3[HTML4],\"\")","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard describes a systematic approach to an event-discrete modelling of logistics systems with the associated processes and information flows.  The methods described are oriented primarily to simulation-based and analytical investigations.  The standard is addressed to simulation experts as well as professionals who plan or operate logistics, material flow and production systems and want to depict the planned or actual system and its processes with a model.\">VDI 4465 BLATT 1; 2016: Modelling and simulation - Building the model | <a href=\"https://www.vdi.eu/nc/guidelines/entwurf_vdi_4465_blatt_1-modellierung_und_simulation_modellbildungsprozess/\">Website</a> | <a href=\"https://www.vdi.eu/uploads/tx_vdirili/pdf/2265221.pdf\">Link </a></div></td>\n<td>Implemented</td>\n<td>Simulation Quality Management</td>\n<td>System Level Simulation</td>\n<td>Logistics</td>\n</tr>"}]
[null,"VDI (The Association of German Engineers)","VDI 2710 BLATT 3; 2014: Applications of simulation for automated guided vehicle systems (AGVS)","Implemented","Simulation Quality Management","Reporting","Transport","This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  In this way, the standard is to harmonise the simulation of AGVS with respect to its input data and increase the comparability of the results achieved by means of different simulations.  To achieve this, a clear and detailed definition of the input data, which represent the interface between users, planners and manufacturers, is provided.  The standard facilitates the evaluation of simulation results and improves their significance.  This, in particular, is to assist manufacturers of AGVS with the designing of plants and/or bid preparations.","Visit",null,null,null,null,{"$f":"GETURL(Table3[[#This Row],[Website]])","v":"https://standards.globalspec.com/std/9914406/vdi-2710-blatt-3"},{"$f":"GETURL(Table3[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table3[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://standards.globalspec.com/std/9914406/vdi-2710-blatt-3\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table3[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table3[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table3[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table3[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table3[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table3[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table3[Description],CHAR(34),\">\",Table3[Standard])","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  In this way, the standard is to harmonise the simulation of AGVS with respect to its input data and increase the comparability of the results achieved by means of different simulations.  To achieve this, a clear and detailed definition of the input data, which represent the interface between users, planners and manufacturers, is provided.  The standard facilitates the evaluation of simulation results and improves their significance.  This, in particular, is to assist manufacturers of AGVS with the designing of plants and/or bid preparations.\">VDI 2710 BLATT 3; 2014: Applications of simulation for automated guided vehicle systems (AGVS)"},{"$f":"IF(LEN(Table3[[#This Row],[Document URL]])=0,Table3[HTML0],CONCATENATE(Table3[HTML0],\" | \",Table3[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  In this way, the standard is to harmonise the simulation of AGVS with respect to its input data and increase the comparability of the results achieved by means of different simulations.  To achieve this, a clear and detailed definition of the input data, which represent the interface between users, planners and manufacturers, is provided.  The standard facilitates the evaluation of simulation results and improves their significance.  This, in particular, is to assist manufacturers of AGVS with the designing of plants and/or bid preparations.\">VDI 2710 BLATT 3; 2014: Applications of simulation for automated guided vehicle systems (AGVS)"},{"$f":"IF(LEN(Table3[[#This Row],[Website]])=0,Table3[HTML1],CONCATENATE(Table3[HTML1],\" | \",Table3[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  In this way, the standard is to harmonise the simulation of AGVS with respect to its input data and increase the comparability of the results achieved by means of different simulations.  To achieve this, a clear and detailed definition of the input data, which represent the interface between users, planners and manufacturers, is provided.  The standard facilitates the evaluation of simulation results and improves their significance.  This, in particular, is to assist manufacturers of AGVS with the designing of plants and/or bid preparations.\">VDI 2710 BLATT 3; 2014: Applications of simulation for automated guided vehicle systems (AGVS) | <a href=\"https://standards.globalspec.com/std/9914406/vdi-2710-blatt-3\">Website</a>"},{"$f":"IF(LEN(Table3[[#This Row],[Combined Links]])=0,Table3[HTML2],CONCATENATE(Table3[HTML2],\" | \",Table3[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  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This, in particular, is to assist manufacturers of AGVS with the designing of plants and/or bid preparations.\">VDI 2710 BLATT 3; 2014: Applications of simulation for automated guided vehicle systems (AGVS) | <a href=\"https://standards.globalspec.com/std/9914406/vdi-2710-blatt-3\">Website</a>"},{"$f":"CONCATENATE(Table3[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table3[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table3[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Application Domain]],\"</td>\",CHAR(10),\"<td>\",Table3[[#This Row],[Applicable Industry]],\"</td>\",CHAR(10),\"</tr>\")","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"This standard defines the interface between planners, users and manufacturers of AGVS with respect to both the input and outcome of simulations.  In this way, the standard is to harmonise the simulation of AGVS with respect to its input data and increase the comparability of the results achieved by means of different simulations.  To achieve this, a clear and detailed definition of the input data, which represent the interface between users, planners and manufacturers, is provided.  The standard facilitates the evaluation of simulation results and improves their significance.  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[null,{"$f":"#REF!+1","v":{"$error":"#REF!"}},"ASM International","ASM Handbook; Volume 19; Fatigue and Fracture, ISBN 0-87170-385-8, 1998","Implemented","Simulation in Support of Design","Fracture & Fatigue","All","This document provides critical information on both fatigue and fracture mechanics in one convenient volume. It provides comprehensive data on a broad spectrum of engineering structural materials and alloys, including mechanisms, testing, analysis, and characterization. Vital for design, testing, and material selection, practical information for estimating fatigue life In-depth coverage of practical fracture mechanics for life assessment, life extension, and fracture control. It provides essential data necessary to make informed decisions on alloy design and material selection. You'll also gain valuable insight into fracture control, life assessment, and failure analysis. 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It will also give you a better grasp of fracture mechanics to aid you in life assessment and life extension of components.","Visit",null,null,null,null,{"$f":"GETURL(Table38[[#This Row],[Website]])","v":"https://www.asminternational.org/search/-/journal_content/56/10192/25656855/PUBLICATION"},{"$f":"GETURL(Table38[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.asminternational.org/search/-/journal_content/56/10192/25656855/PUBLICATION\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table38[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table38[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table38[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table38[Description],CHAR(34),\">\",Table38[Standard])","v":"<tr>\n   <td>ASM International</td>\n   <td><div title=\"This document provides critical information on both fatigue and fracture mechanics in one convenient volume. 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[null,{"$f":"#REF!+1","v":{"$error":"#REF!"}},"BSI (British Standards Institution)","BS 5400: Steel, Concrete and Composite Bridges","Implemented","Simulation in Support of Design","Structural Integrity","Structures","BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). It is applicable to highway, railway and pedestrian bridges. The standard specifies the requirements and the code of practice on design of steel, concrete (reinforced, prestressed or composite) and composite bridges that use steel sections (rolled or fabricated, cased or uncased), as well as the materials and workmanship in bridge erection. The standard also includes the specification and calculation of standard bridge loads, the application of the limit state principles, analysis, and fatigue load calculation and the reservoir method for fatigue load cycle counting. It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table38[[#This Row],[Website]])","v":"https://shop.bsigroup.com/ProductDetail/?pid=000000000030071551"},{"$f":"GETURL(Table38[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent Reference ('#1)]])","v":"https://en.wikipedia.org/wiki/BS_5400"},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030071551\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table38[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table38[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://en.wikipedia.org/wiki/BS_5400\">Link </a>"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table38[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table38[Description],CHAR(34),\">\",Table38[Standard])","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). 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It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges.\">BS 5400: Steel, Concrete and Composite Bridges"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,Table38[HTML0],CONCATENATE(Table38[HTML0],\" | \",Table38[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). It is applicable to highway, railway and pedestrian bridges. The standard specifies the requirements and the code of practice on design of steel, concrete (reinforced, prestressed or composite) and composite bridges that use steel sections (rolled or fabricated, cased or uncased), as well as the materials and workmanship in bridge erection. The standard also includes the specification and calculation of standard bridge loads, the application of the limit state principles, analysis, and fatigue load calculation and the reservoir method for fatigue load cycle counting. It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges.\">BS 5400: Steel, Concrete and Composite Bridges"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). It is applicable to highway, railway and pedestrian bridges. 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It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges.\">BS 5400: Steel, Concrete and Composite Bridges | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030071551\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Combined Links]])=0,Table38[HTML2],CONCATENATE(Table38[HTML2],\" | \",Table38[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"BS 5400 is a British Standard code of practice consisting of ten main parts for the design and construction of existing steel, concrete and composite bridges.(Note: For new designs, reference BS EN1991-2:2003). It is applicable to highway, railway and pedestrian bridges. 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It also covers the structural design of bridge foundations, and the design and requirements on bridge bearings for ordinary and moving bridges.\">BS 5400: Steel, Concrete and Composite Bridges | <a href=\"https://shop.bsigroup.com/ProductDetail/?pid=000000000030071551\">Website</a> | <a href=\"https://en.wikipedia.org/wiki/BS_5400\">Link </a>"},{"$f":"CONCATENATE(Table38[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table38[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table38[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"</tr>\")","v":{"$error":"#REF!"}},{"$f":"IF(Table38[Is the standard relevant]=\"Y\",Table38[HTML4],\"\")","v":{"$error":"#REF!"}}]
[null,{"$f":"B5+1","v":{"$error":"#REF!"}},"BSI (British Standards Institution)","BS 7608:2014+A1; 2015: Guide to fatigue design and assessment of steel products","Implemented","Simulation in Support of Design","Fracture & Fatigue\nStructural Integrity","Structures","Guidance and recommendations are provided on general fatigue design philosophy.  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The relevant application standard or specification for the particular product being assessed specifies the following:  a) the loading to be assumed for design purposes, including its magnitude and frequency, b) the required life of the structure, c) the environmental conditions, and  d) the required nominal probability of failure.\">BS 7608:2014+A1; 2015: Guide to fatigue design and assessment of steel products"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>BSI (British Standards Institution)</td>\n   <td><div title=\"Guidance and recommendations are provided on general fatigue design philosophy.  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[null,{"$f":"#REF!+1","v":{"$error":"#REF!"}},"DVS: German Welding Society (Deutscher Verband für Schweißen)","DVS 1608; 2011: Design and strength assessment of welded structures from aluminium alloys in railway applications, and DVS 1612: Design and endurance strength assessment of welded joints with steels in rail vehicle construction","Implemented","Simulation in Support of Design","Fracture & Fatigue\nStructural Integrity","Rail","DVS 1608 applies to the design and design for static strength fatigue strength of base material and arc-welded joints of aluminum alloys used in rail vehicle construction, which are listed in the DIN 5513 and DVS 1623 standards. It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. It is to be used for welded structures with sheet thicknesses > 2 mm and for some types of joints also with sheet thicknesses > 1.5 mm. 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It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. 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It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. It is to be used for welded structures with sheet thicknesses > 2 mm and for some types of joints also with sheet thicknesses > 1.5 mm. \">DVS 1608; 2011: Design and strength assessment of welded structures from aluminium alloys in railway applications, and DVS 1612: Design and endurance strength assessment of welded joints with steels in rail vehicle construction"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>DVS: German Welding Society (Deutscher Verband für Schweißen)</td>\n   <td><div title=\"DVS 1608 applies to the design and design for static strength fatigue strength of base material and arc-welded joints of aluminum alloys used in rail vehicle construction, which are listed in the DIN 5513 and DVS 1623 standards. It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. 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It is to be used for structures with wall thicknesses t ≥ 1.5 mm.                        \nDVS 1612 applies to the design and design for fatigue strength of arc welded joints of steels used in rail vehicle construction. It is to be used for welded structures with sheet thicknesses > 2 mm and for some types of joints also with sheet thicknesses > 1.5 mm. \">DVS 1608; 2011: Design and strength assessment of welded structures from aluminium alloys in railway applications, and DVS 1612: Design and endurance strength assessment of welded joints with steels in rail vehicle construction | <a href=\"https://www.dvs-media.eu/en/technical-codes-/welding-in-rail-vehicle-construction/2283/design-and-strength-assessment-of-welded-structures-from-aluminium-alloys-in-railway-applications-dvs-1608\">Website</a>"},{"$f":"CONCATENATE(Table38[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table38[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table38[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"</tr>\")","v":{"$error":"#REF!"}},{"$f":"IF(Table38[Is the standard relevant]=\"Y\",Table38[HTML4],\"\")","v":{"$error":"#REF!"}}]
[null,{"$f":"#REF!+1","v":{"$error":"#REF!"}},"ISO","ISO 14728: Rolling bearings - Linear motion rolling bearings","Implemented","Simulation in Support of Design","Dynamics","Bearings","ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    ","Visit",null,null,null,null,"https://www.iso.org/obp/ui/#iso:std:iso:14728:-1:ed-1:v1:en",{"$f":"GETURL(Table38[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/obp/ui/#iso:std:iso:14728:-1:ed-1:v1:en\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table38[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table38[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table38[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table38[Description],CHAR(34),\">\",Table38[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    \">ISO 14728: Rolling bearings - Linear motion rolling bearings"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,Table38[HTML0],CONCATENATE(Table38[HTML0],\" | \",Table38[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    \">ISO 14728: Rolling bearings - Linear motion rolling bearings"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    \">ISO 14728: Rolling bearings - Linear motion rolling bearings | <a href=\"https://www.iso.org/obp/ui/#iso:std:iso:14728:-1:ed-1:v1:en\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Combined Links]])=0,Table38[HTML2],CONCATENATE(Table38[HTML2],\" | \",Table38[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"ISO 14728-1:2017 (Dynamic load ratings and rating life) and ISO 14728-2:2017 (Static load ratings) specify methods of calculating the basic static and dynamic load ratings, safety factors, and basic rating life for linear motion rolling bearings manufactured from contemporary, commonly used, high quality, hardened bearing steel in accordance with good manufacturing practice and basically of conventional design as regards the shape of the rolling contact surfaces. The life of linear motion rolling bearings is defined and the conditions are established for reliable life calculations.                    \">ISO 14728: Rolling bearings - Linear motion rolling bearings | <a href=\"https://www.iso.org/obp/ui/#iso:std:iso:14728:-1:ed-1:v1:en\">Website</a>"},{"$f":"CONCATENATE(Table38[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table38[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table38[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"</tr>\")","v":{"$error":"#REF!"}},{"$f":"IF(Table38[Is the standard relevant]=\"Y\",Table38[HTML4],\"\")","v":{"$error":"#REF!"}}]
[null,{"$f":"#REF!+1","v":{"$error":"#REF!"}},"ISO","ISO/IEC Guide 98-3; 2008 (JCGM/WG1/100): Uncertainty of measurement -- Part 3: Guide to the expression of uncertainty in measurement (GUM:1995)","Implemented","Simulation Quality Management","Uncertainty\nMeasurement","All","This standard is a reissue of the 1995 version of the Guide to the Expression of Uncertainty in Measurement (GUM), with minor corrections. It establishes general rules for evaluating and expressing uncertainty in measurement that can be followed at various levels of accuracy and in many fields — from the shop floor to fundamental research. \nMeasurement is involved in making commercial, health, environmental and scientific decisions. Measurement uncertainty enables users to obtain the probability of making an incorrect decision based on measurement, and to manage the consequential risks. Thus, a statement of measurement uncertainty is indispensable in judging the fitness for purpose of a value obtained by measurement.\nThe principles of this Guide are intended to be applicable to a broad spectrum of measurements, including those required for:\n- maintaining quality control and quality assurance in production;\n- complying with and enforcing laws and regulations;\n- conducting basic research, and applied research and development, in science and engineering;\n- calibrating standards and instruments and performing tests throughout a national measurement system in order to achieve traceability to national standards;\n- developing, maintaining, and comparing international and national physical reference standards, including reference materials.","Visit",null,"Visit",null,null,{"$f":"GETURL(Table38[[#This Row],[Website]])","v":"https://www.iso.org/standard/50461.html"},{"$f":"GETURL(Table38[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent Reference ('#1)]])","v":"https://www.iso.org/sites/JCGM/GUM-introduction.htm"},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.iso.org/standard/50461.html\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table38[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table38[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":"<a href=\"https://www.iso.org/sites/JCGM/GUM-introduction.htm\">Link </a>"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table38[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table38[Description],CHAR(34),\">\",Table38[Standard])","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is a reissue of the 1995 version of the Guide to the Expression of Uncertainty in Measurement (GUM), with minor corrections. It establishes general rules for evaluating and expressing uncertainty in measurement that can be followed at various levels of accuracy and in many fields — from the shop floor to fundamental research. \nMeasurement is involved in making commercial, health, environmental and scientific decisions. Measurement uncertainty enables users to obtain the probability of making an incorrect decision based on measurement, and to manage the consequential risks. Thus, a statement of measurement uncertainty is indispensable in judging the fitness for purpose of a value obtained by measurement.\nThe principles of this Guide are intended to be applicable to a broad spectrum of measurements, including those required for:\n- maintaining quality control and quality assurance in production;\n- complying with and enforcing laws and regulations;\n- conducting basic research, and applied research and development, in science and engineering;\n- calibrating standards and instruments and performing tests throughout a national measurement system in order to achieve traceability to national standards;\n- developing, maintaining, and comparing international and national physical reference standards, including reference materials.\">ISO/IEC Guide 98-3; 2008 (JCGM/WG1/100): Uncertainty of measurement -- Part 3: Guide to the expression of uncertainty in measurement (GUM:1995)"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,Table38[HTML0],CONCATENATE(Table38[HTML0],\" | \",Table38[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is a reissue of the 1995 version of the Guide to the Expression of Uncertainty in Measurement (GUM), with minor corrections. It establishes general rules for evaluating and expressing uncertainty in measurement that can be followed at various levels of accuracy and in many fields — from the shop floor to fundamental research. \nMeasurement is involved in making commercial, health, environmental and scientific decisions. Measurement uncertainty enables users to obtain the probability of making an incorrect decision based on measurement, and to manage the consequential risks. Thus, a statement of measurement uncertainty is indispensable in judging the fitness for purpose of a value obtained by measurement.\nThe principles of this Guide are intended to be applicable to a broad spectrum of measurements, including those required for:\n- maintaining quality control and quality assurance in production;\n- complying with and enforcing laws and regulations;\n- conducting basic research, and applied research and development, in science and engineering;\n- calibrating standards and instruments and performing tests throughout a national measurement system in order to achieve traceability to national standards;\n- developing, maintaining, and comparing international and national physical reference standards, including reference materials.\">ISO/IEC Guide 98-3; 2008 (JCGM/WG1/100): Uncertainty of measurement -- Part 3: Guide to the expression of uncertainty in measurement (GUM:1995)"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>ISO</td>\n   <td><div title=\"This standard is a reissue of the 1995 version of the Guide to the Expression of Uncertainty in Measurement (GUM), with minor corrections. It establishes general rules for evaluating and expressing uncertainty in measurement that can be followed at various levels of accuracy and in many fields — from the shop floor to fundamental research. \nMeasurement is involved in making commercial, health, environmental and scientific decisions. 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Measurement uncertainty enables users to obtain the probability of making an incorrect decision based on measurement, and to manage the consequential risks. Thus, a statement of measurement uncertainty is indispensable in judging the fitness for purpose of a value obtained by measurement.\nThe principles of this Guide are intended to be applicable to a broad spectrum of measurements, including those required for:\n- maintaining quality control and quality assurance in production;\n- complying with and enforcing laws and regulations;\n- conducting basic research, and applied research and development, in science and engineering;\n- calibrating standards and instruments and performing tests throughout a national measurement system in order to achieve traceability to national standards;\n- developing, maintaining, and comparing international and national physical reference standards, including reference materials.\">ISO/IEC Guide 98-3; 2008 (JCGM/WG1/100): Uncertainty of measurement -- Part 3: Guide to the expression of uncertainty in measurement (GUM:1995) | <a href=\"https://www.iso.org/standard/50461.html\">Website</a> | <a href=\"https://www.iso.org/sites/JCGM/GUM-introduction.htm\">Link </a>"},{"$f":"CONCATENATE(Table38[HTML3],\"</div></td>\",CHAR(10),\"<td>\",Table38[Maturity Level],\"</td>\",CHAR(10),\"<td>\",Table38[Primary Purpose],\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"<td>\",#REF!,\"</td>\",CHAR(10),\"</tr>\")","v":{"$error":"#REF!"}},{"$f":"IF(Table38[Is the standard relevant]=\"Y\",Table38[HTML4],\"\")","v":{"$error":"#REF!"}}]
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The calculation process is focused on determining the required bolt dimensions, allowing for the following influential factors: a) Strength grade of the bolt, b) \u0083 Reduction of the assembly preload in the interface or in parts of the interface by the working load, c)  Reduction of the assembly preload by embedding, d) Scatter of the preload during tightening, e) Fatigue strength under an alternating load, and f) Compressive stress on the clamped parts due to the bolt head and/or the nut. ","Visit",null,null,null,null,{"$f":"GETURL(Table38[[#This Row],[Website]])","v":"https://www.vdi.eu/nc/guidelines/alt_vdi_2230-systematische_berechnung_hochbeanspruchter_schraubenverbindungen_/"},{"$f":"GETURL(Table38[[#This Row],[Link to Document]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent Reference ('#1)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#2)]])","v":""},{"$f":"GETURL(Table38[[#This Row],[Pertinent References ('#3)]])","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Get website URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Get website URL]],CHAR(34),\">Website</a>\"))","v":"<a href=\"https://www.vdi.eu/nc/guidelines/alt_vdi_2230-systematische_berechnung_hochbeanspruchter_schraubenverbindungen_/\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Reference 1]])=0,\"\",IF(LEN(Table38[[#This Row],[Reference 2]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\"),IF(LEN(Table38[[#This Row],[Reference 3]])=0,CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\"Link </a>\"),CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 1]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\", CHAR(34),Table38[[#This Row],[Reference 2]],CHAR(34),\">Link </a>\",CHAR(10),\"<a href=\",CHAR(34),Table38[[#This Row],[Reference 3]],CHAR(34),\">Link </a>\"))))","v":""},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,\"\",CONCATENATE(\"<a href=\",CHAR(34),Table38[[#This Row],[Document URL]],CHAR(34),\">Document</a>\"))","v":""},"Y",{"$f":"CONCATENATE(\"<tr>\",CHAR(10),\"   <td>\",Table38[Grouping],\"</td>\",CHAR(10),\"   <td><div title=\",CHAR(34),Table38[Description],CHAR(34),\">\",Table38[Standard])","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"VDI 2230 deals with the calculation of concentrically and eccentrically clamped steel bolted joints that bear static or alternating working loads. It explains the relationships between forces, moments and deformations and gives the detailed calculation information based on this approach. Calculations are based on the assumption that the sections remain plane when stressed. The calculation process is focused on determining the required bolt dimensions, allowing for the following influential factors: a) Strength grade of the bolt, b) \u0083 Reduction of the assembly preload in the interface or in parts of the interface by the working load, c)  Reduction of the assembly preload by embedding, d) Scatter of the preload during tightening, e) Fatigue strength under an alternating load, and f) Compressive stress on the clamped parts due to the bolt head and/or the nut. \">VDI 2230: Systematic calculation of high duty bolted joints"},{"$f":"IF(LEN(Table38[[#This Row],[Document URL]])=0,Table38[HTML0],CONCATENATE(Table38[HTML0],\" | \",Table38[[#This Row],[Document HTML Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"VDI 2230 deals with the calculation of concentrically and eccentrically clamped steel bolted joints that bear static or alternating working loads. It explains the relationships between forces, moments and deformations and gives the detailed calculation information based on this approach. Calculations are based on the assumption that the sections remain plane when stressed. The calculation process is focused on determining the required bolt dimensions, allowing for the following influential factors: a) Strength grade of the bolt, b) \u0083 Reduction of the assembly preload in the interface or in parts of the interface by the working load, c)  Reduction of the assembly preload by embedding, d) Scatter of the preload during tightening, e) Fatigue strength under an alternating load, and f) Compressive stress on the clamped parts due to the bolt head and/or the nut. \">VDI 2230: Systematic calculation of high duty bolted joints"},{"$f":"IF(LEN(Table38[[#This Row],[Website]])=0,Table38[HTML1],CONCATENATE(Table38[HTML1],\" | \",Table38[[#This Row],[Website Link]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"VDI 2230 deals with the calculation of concentrically and eccentrically clamped steel bolted joints that bear static or alternating working loads. It explains the relationships between forces, moments and deformations and gives the detailed calculation information based on this approach. Calculations are based on the assumption that the sections remain plane when stressed. The calculation process is focused on determining the required bolt dimensions, allowing for the following influential factors: a) Strength grade of the bolt, b) \u0083 Reduction of the assembly preload in the interface or in parts of the interface by the working load, c)  Reduction of the assembly preload by embedding, d) Scatter of the preload during tightening, e) Fatigue strength under an alternating load, and f) Compressive stress on the clamped parts due to the bolt head and/or the nut. \">VDI 2230: Systematic calculation of high duty bolted joints | <a href=\"https://www.vdi.eu/nc/guidelines/alt_vdi_2230-systematische_berechnung_hochbeanspruchter_schraubenverbindungen_/\">Website</a>"},{"$f":"IF(LEN(Table38[[#This Row],[Combined Links]])=0,Table38[HTML2],CONCATENATE(Table38[HTML2],\" | \",Table38[[#This Row],[Combined Links]]))","v":"<tr>\n   <td>VDI (The Association of German Engineers)</td>\n   <td><div title=\"VDI 2230 deals with the calculation of concentrically and eccentrically clamped steel bolted joints that bear static or alternating working loads. 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[null,"Grouping","Standard","Maturity Level","Primary Purpose","Description","Website","Pertinent Reference (#1)","Pertinent References (#2)","Applicable Industry/Specific Business Practice","Implementation Commentaries","Date Last Reviewed","NAFEMS Focal (Internal Use Only)"]
[null,"Scholarly Book Publication","\n\nModel validation: perspectives in hydrological science; Anderson, M. G., Bates, P. D.; 2001","3. Released","Simulation Quality Assurance","This multiauthor book contains 18 chapters which provide a commentary on, and amplification of issues regarding model validation, a fundamental issue in modern hydrological science where increased demands for prediction and process understanding has been driven by advances in numerical modelling and environmental legislation. This is the first book that deals with this subject in hydrology and environmental science, as well as in other fields.",null,"Visit",null,"Hydrological Sciences"]
[null,"Scholarly Book Publication","Uncertainty modeling and analysis in engineering and the sciences; B.M. Ayyub, G.J. Klir; 2006","3. Released","Simulation Quality Assurance","The book introduces fundamental concepts of classical sets, fuzzy sets, rough\nsets, probability, Bayesian methods, interval analysis, fuzzy arithmetic, interval probabilities,\nevidence theory, open-world models, sequences, and possibility theory.\nThese methods are presented in a style tailored to meet the needs of practitioners in\nC6447_C000.fm Page vii Wednesday, April 19, 2006 9:53 AM\nmany specialty fields, such as engineering, physical and social sciences, economics,\nlaw, and medicine. The book emphasizes the practical use of these methods, and\nestablishes their limitations, advantages, and disadvantages. Although the applications\nat the end of the book were developed with emphasis on engineering, technological,\nand economics problems, the methods can also be used to solve problems\nin other fields, such as social sciences, law, insurance, business, and management.",null,"Visit"]
[null,"Scholarly Book Publication","Verification, Validation, and Accreditation of Simulation Models; Dale K. Pace; 2003","3. Released","Simulation Quality Assurance","This chapter discusses the role of verification and validation in determining simulation correctness and establishing the credibility that should be given to simulation results. The primary function of verification and validation is to reduce the risk of inappropriate simulation use. That information is the basis for accreditation decisions about use of the simulation. How verification, validation, and accreditation fit in the simulation life cycle is described. Key verification and validation processes are identified, and their use discussed. References to more detailed information are provided.",null,"Visit",null,"All industries"]
[null,"Scholarly Book Publication","Verification and Validation in Scientific Computing; William L. Oberkampf , Christopher J. Roy, Virginia Polytechnic Institute and State University; 2010","3. Released","Simulation Quality Assurance","Advances in scientific computing have made modelling and simulation an important part of the decision-making process in engineering, science, and public policy. This book provides a comprehensive and systematic development of the basic concepts, principles, and procedures for verification and validation of models and simulations. The emphasis is placed on models that are described by partial differential and integral equations and the simulations that result from their numerical solution. The methods described can be applied to a wide range of technical fields, from the physical sciences, engineering and technology and industry, through to environmental regulations and safety, product and plant safety, financial investing, and governmental regulations. This book will be genuinely welcomed by researchers, practitioners, and decision makers in a broad range of fields, who seek to improve the credibility and reliability of simulation results. It will also be appropriate either for university courses or for independent study.",null,"Visit",null,"All industries"]