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作者:

Zhang, Xueming (Zhang, Xueming.) | Yan, Weiming (Yan, Weiming.) (学者:闫维明) | Sun, Yunlun (Sun, Yunlun.) | Chen, Shicai (Chen, Shicai.) (学者:陈适才) | He, Haoxiang (He, Haoxiang.) (学者:何浩祥)

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摘要:

In order to obtain the response spectrum for the specific nuclear power plant (NPP), considering the specific site condition and ground motion parameters, the stochastic simulation and probabilistic hazard analysis is combined to obtain the UHS which the probability of exceedance is 10-4. In order to verify the seismic performance and applicability of the spectrum in the actual structure, 1:20 NPP model is designed for shaking table test, comparing the structure response of two natural waves and two artificial waves which are generated by the safety evaluation spectrum and RG1.60 spectrum. The result shows that different wave has a different seismic isolation effect. The artificial wave generated by the UHS has a great effect on the acceleration amplification and the displacement of the NPP. The floor response spectrum amplitude which caused by UHS is higher than other waves. It should be considered in the structure and equipment seismic design. © 2018, Editorial Board of Journal of Nuclear Power Engineering. All right reserved.

关键词:

Dynamic response Hazards Nuclear energy Nuclear fuels Nuclear power plants Plasma diagnostics Seismic design Seismology Stochastic models Stochastic systems

作者机构:

  • [ 1 ] [Zhang, Xueming]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhang, Xueming]The Ministry of Education Laboratory of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Yan, Weiming]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Yan, Weiming]The Ministry of Education Laboratory of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Sun, Yunlun]CHINERGY CO. LTD., Beijing; 100193, China
  • [ 6 ] [Chen, Shicai]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Chen, Shicai]The Ministry of Education Laboratory of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [He, Haoxiang]Beijing Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 9 ] [He, Haoxiang]The Ministry of Education Laboratory of City and Project Safety and Disaster Alleviation, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 闫维明

    [yan, weiming]the ministry of education laboratory of city and project safety and disaster alleviation, beijing university of technology, beijing; 100124, china;;[yan, weiming]beijing laboratory of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china

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来源 :

Nuclear Power Engineering

ISSN: 0258-0926

年份: 2018

期: 5

卷: 39

页码: 080-084

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 2

ESI高被引论文在榜: 0 展开所有

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