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Position: Chinese Standard in English/EJ/T 1022.14-1996
EJ/T 1022.14-1996   PWR nuclear power plant valve-Part 14: Stress analysis and seismic analysis (English Version)
Standard No.: EJ/T 1022.14-1996 Status:superseded remind me the status change

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Target Language:English File Format:PDF
Word Count: 10000 words Translation Price(USD):200.0 remind me the price change

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Implemented on:1996-8-1 Delivery: via email in 1 business day

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,2010-10-1,1996-8-1,EDBA98A9EA05B1281422616389645
Standard No.: EJ/T 1022.14-1996
English Name: PWR nuclear power plant valve-Part 14: Stress analysis and seismic analysis
Chinese Name: 压水堆核电厂阀门 应力分析和抗震分析
Professional Classification: EJ    Professional Standard - Nuclear Industry
Issued on: 1996-04-18
Implemented on: 1996-8-1
Status: superseded
Superseded by:NB/T 20010.10-2010 PWR Nuclear Power Plant Valve - Part 10: Stress Analysis and Seismic Analysis
Superseded on:2010-10-1
Target Language: English
File Format: PDF
Word Count: 10000 words
Translation Price(USD): 200.0
Delivery: via email in 1 business day
1 Subject Content and Application Scope This standard specifies the methods for stress analysis and seismic analysis of PWR nuclear power plant valve and the criteria for stress assessment to ensure the integrity of valve structure including pressure boundary. The valve stress analysis rules proposed by this standard are applicable to standard Grades 1, 2 and 3 valves with nominal diameter DN≥ 25mm. The seismic analysis rules are applicable to seismic Categories I valve and also applicable to non-seismic Categories I valves with seismic requirements. The valve stress analysis rules proposed in this standard are inapplicable to safety valve and pressure relief valve. 2 Normative References GB/T 16702-1996 Design Rules for Mechanical Components of PWR Nuclear Islands EJ/T 1022.1-96 PWR Nuclear Power Plant Valve - General Standard for Design and Manufacture 3 Terms 3.1 Operational safety ground motion (SL1) It is generally the maximum ground motion that the nuclear power plant may suffer from during operation. In case of such ground motion, to make the nuclear power plant run continuously, those necessary facilities that cause no serious danger to public health and safety must maintain their functional capabilities. 3.2 Ultimate safety ground motion (SL2) It is the maximum credible ground motion that the plant may suffer from; where probability method is adopted, it is the maximum ground motion that the plant may suffer from with the annual exceedance probability not lower than 10-4.
1 Subject Content and Application Scope 2 Normative References 3 Terms 4 General Rules 5 Analysis Rules of Standard Grade 1 Valve 6 Analysis Rules of Standard Grade 2 Valve 7 Analysis Rules of Standard Grade 3 Valve 8 Seismic Analysis of Valve with Protruding Structure Appendix A Determination of Permissible Stress Intensity and Permissible Stress of Valve Materials (Supplement) Appendix B Fatigue Curve (Supplement) Appendix C Wall Thickness Series of Grade 40 Pipes (Supplement) Additional Explanation:
Referred in EJ/T 1022.14-1996:
* GB/T 16702-1996 Design rules for mechanical components of PWR nuclear islands
* EJ/T 1022.1-1996 PWR nuclear power plant valve - Part 1: General rules for design and manufacture
EJ/T 1022.14-1996 is referred in:
* EJ/T 1022.15-1996 PWR nuclear power plant valve-Part 15: Seismic identification test
* EJ/T 1022.1-1996 PWR nuclear power plant valve - Part 1: General rules for design and manufacture
Code of China
Standard
EJ/T 1022.14-1996  PWR nuclear power plant valve-Part 14: Stress analysis and seismic analysis (English Version)
Standard No.EJ/T 1022.14-1996
Statussuperseded
LanguageEnglish
File FormatPDF
Word Count10000 words
Price(USD)200.0
Implemented on1996-8-1
Deliveryvia email in 1 business day
Detail of EJ/T 1022.14-1996
Standard No.
EJ/T 1022.14-1996
English Name
PWR nuclear power plant valve-Part 14: Stress analysis and seismic analysis
Chinese Name
压水堆核电厂阀门 应力分析和抗震分析
Chinese Classification
Professional Classification
EJ
ICS Classification
Issued by
Issued on
1996-04-18
Implemented on
1996-8-1
Status
superseded
Superseded by
NB/T 20010.10-2010 PWR Nuclear Power Plant Valve - Part 10: Stress Analysis and Seismic Analysis
Superseded on
2010-10-1
Abolished on
Superseding
Language
English
File Format
PDF
Word Count
10000 words
Price(USD)
200.0
Keywords
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Introduction of EJ/T 1022.14-1996
1 Subject Content and Application Scope This standard specifies the methods for stress analysis and seismic analysis of PWR nuclear power plant valve and the criteria for stress assessment to ensure the integrity of valve structure including pressure boundary. The valve stress analysis rules proposed by this standard are applicable to standard Grades 1, 2 and 3 valves with nominal diameter DN≥ 25mm. The seismic analysis rules are applicable to seismic Categories I valve and also applicable to non-seismic Categories I valves with seismic requirements. The valve stress analysis rules proposed in this standard are inapplicable to safety valve and pressure relief valve. 2 Normative References GB/T 16702-1996 Design Rules for Mechanical Components of PWR Nuclear Islands EJ/T 1022.1-96 PWR Nuclear Power Plant Valve - General Standard for Design and Manufacture 3 Terms 3.1 Operational safety ground motion (SL1) It is generally the maximum ground motion that the nuclear power plant may suffer from during operation. In case of such ground motion, to make the nuclear power plant run continuously, those necessary facilities that cause no serious danger to public health and safety must maintain their functional capabilities. 3.2 Ultimate safety ground motion (SL2) It is the maximum credible ground motion that the plant may suffer from; where probability method is adopted, it is the maximum ground motion that the plant may suffer from with the annual exceedance probability not lower than 10-4.
Contents of EJ/T 1022.14-1996
1 Subject Content and Application Scope 2 Normative References 3 Terms 4 General Rules 5 Analysis Rules of Standard Grade 1 Valve 6 Analysis Rules of Standard Grade 2 Valve 7 Analysis Rules of Standard Grade 3 Valve 8 Seismic Analysis of Valve with Protruding Structure Appendix A Determination of Permissible Stress Intensity and Permissible Stress of Valve Materials (Supplement) Appendix B Fatigue Curve (Supplement) Appendix C Wall Thickness Series of Grade 40 Pipes (Supplement) Additional Explanation:
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