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作者:

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

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摘要:

In order to consider the propagation characteristics of the source in the probabilistic seismic hazard analysis, the method of combining stochastic simulation with probabilistic seismic hazard analysis was proposed, considering the effect of source mechanism, path and site effect, and could get more accurate uniform hazard spectrum (UHS). A method to simulate the historical earthquake in the site-specific of the nuclear power plant (NPP) and develop the UHS with an equal rate of being exceeded was proposed. To compare the NPP seismic performance of different ground motions generated by existing site spectrum (SL-2), the UHS generated by the safety evaluation report and the US RG1.60 spectrum, three-dimensional finite element model was created to dynamic analysis. The results show that the response of different spectra to the structure is quite different. The response of UHS is closer to SL-2 and slightly larger than the SL-2, but UHS is less than US RG1.60 spectrum. The UHS based on stochastic simulation method can provide a reference for the seismic design of NPP. © 2018, Editorial Board of Atomic Energy Science and Technology. All right reserved.

关键词:

Earthquakes Hazards Nuclear energy Nuclear fuels Nuclear power plants Seismic design Seismic response Seismic waves Spectrum analysis Stochastic models Stochastic systems

作者机构:

  • [ 1 ] [Zhang, Xueming]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Yan, Weiming]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [He, Haoxiang]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Sun, Yunlun]Chinergy Co., Ltd., Beijing; 100193, China
  • [ 5 ] [Song, Linlin]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Chen, Shicai]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China

通讯作者信息:

  • 闫维明

    [yan, weiming]beijing key lab of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china

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来源 :

Atomic Energy Science and Technology

ISSN: 1000-6931

年份: 2018

期: 8

卷: 52

页码: 1459-1467

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