SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION

Shi Yanfeng; Wei Hong; Xu Donghan; Luo Junhui

doi:10.13204/j.gyjz201106018

Volume 41 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(6): 84-87

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

Citation:

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

Citation:

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

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SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION

doi: 10.13204/j.gyjz201106018

1.
Institute of Civil Engineering and Construction,Hainan university,Haikou 570228,China

Received Date: 2011-03-20
Publish Date: 2011-06-20

Abstract

Abstract

As the last line of defense for nuclear fuels leak, once the containment of nuclear power plant is destroyed by an earthquake, it will lead to serious consequences which will result in great panic at people's psychology.Based on a domestic containment as the research object, this paper establishes a finite element model of containment by finite element software.And this paper respectively makes the static, modal and spectrum analyseis of the finite element model.The purpose of this paper aims to do research on the dynamic response and the failure law under horizontal earthquakes.It is hoped that this paper may providea a reference for the aseismatic design of containment structures.
- containment,
- static analysis,
- modal analysis,
- spectrum analysis

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References(6)

References

[2] 任耀辉.烟囱竖向地震作用下抗震性能分析[D].西安:西安建筑科技大学,2008.

李冬梅.某核电站安全壳的隔震地震反应分析[D].哈尔滨:哈尔滨工程大学,2007.

[3] JGJ 32002高层建筑混凝土结构技术规程[S].

[4] 孙武.杨树标.袁颖.多质点弹性体系的地震反应分析[J].河北建筑科技学院学报,2002(19):37-40.

[5] GB 500112001建筑抗震设计规范[S].

[6] GB 5026797核电厂抗震设计规范[S].

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