Seismic Response Analysis of Containment with Hemisphere Dome for Advanced Nuclear Power Station


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Nuclear Power Station is the last bulwark of the nuclear reactors, and the seriousness of the consequences due to the damage and the enormous impact of human psychology, the seismic response analysis of nuclear power plants is essential. MIDAS/Gen finite element model of the structure of the space, for example, a nuclear power plant, the power of the research containment structure under horizontal seismic response characteristics and undermine the law, the natural frequency of the structure, shapes characteristics, structure the displacement distribution parameters, provides a basis for the design of the structure and to provide a reference for similar studies.



Edited by:

Xiangdong Zhang, Hongnan Li, Xiating Feng and Zhihua Chen




F. Liu "Seismic Response Analysis of Containment with Hemisphere Dome for Advanced Nuclear Power Station", Applied Mechanics and Materials, Vols. 256-259, pp. 2091-2095, 2013

Online since:

December 2012





[1] Li Dongmei. Seismic analysis of a reinforced concrete containment vessel on isolating devices. Harbin: Harbin Engineering University , 2007 In Chinese.

[2] Xia Zhufeng, Wang Mingdan, Huang Xiaolin, et al. Design research & model experiment of containment in 1000MW NPP. Prestress Technology, 2005(6): 9-14 In Chinese.

[3] Wang Yulan. Power System and Clean Energy, 2009, 25(10): 74-77 In Chinese.

[4] Ling Yun, Wang Xiaowen, Yuan Fang. CNP1000 containment earthquake resistance analysis. Nuclear Techniques, 2010, 33(2): 138-142 In Chinese.

[5] Shi Yanfeng, Wei Hong, Xu Donghan, et al. Seismic response analysis of the containment of a nuclear power station. Industrial Construction, 2011, 41(6): 84-87 In Chinese.

[6] Peng Guo , Su Jun. Earthquake response analysis about the multi-flue chimney. Shanxi Architecture, 2007, 33(36): 76-77 In Chinese.

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