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Influence of Uncertainty of Rock Properties on Seismic Responses of Reactor Buildings
作者姓名:李忠诚  李忠献
作者单位:SCHOOL OF CIVIL ENGINEERING TIANJIN UNIVERSITY TIANJIN 300072,CHINA,CHINA GUANGDONG NUCLEAR POWER COMPANY,SHENZHEN 518124,CHINA,SCHOOL OF CIVIL ENGINEERING TIANJIN UNIVERSITY,TIANJIN 300072,CHINA
摘    要:FOR THE GEO一TEEHNIEAL DESI,PARAMETERS OF 5011,EOMPARISON OF SEISMIE RESPONSES BASED ON DIFFERENT THE UNEVEN DISTRIBUTION OF THE DIFFERENT KINDS OF 5011 METHODS TO EVALUATE THE 5011 FUNETIONS.IN ADDITION, AND SAMPLING LOCATIONS DURING EXPLORATION AND I…

关 键 词:核反应堆  建筑抗震  地震响应  动态剪切波速度  泊松比  灵敏度分析
收稿时间:2005-09-27

Influence of Uncertainty of Rock Properties on Seismic Responses of Reactor Buildings
LI Zhongcheng,LI Zhongxian.Influence of Uncertainty of Rock Properties on Seismic Responses of Reactor Buildings[J].Transactions of Tianjin University,2006,12(1):50-55.
Authors:LI Zhongcheng  LI Zhongxian
Abstract:The influence of the dispersion and uncertainty of the dynamic shear wave velocity and Poisson's ratio of soil in a hard rock site was investigated on the seismic response of reactor building structure. The analysis is performed by considering the soil-structure interaction effects and based on the model of the reactor building in a typical pressurized water reactor nuclear power plant (NPP). The numerical results show that for the typical floor selected, while the relative increment ratio of the dynamic shear wave velocity varies from -30% to 30% compared to the basis of 1 930 m/s, the relative variation of the horizontal response spectra peak value lies in the scope of ±10% for the internal structure, and the relative variation of the frequency corresponding to the spectra peak is 0.0% in most cases. The relative variation of the vertical response spectra peak value lies in the scope of - 10% to 22%, and the relative variation of the frequency corresponding to the spectra peak lies in the scope of -22% to 4%. The analysis indicates that the dynamic shear wave velocity and the Poisson's ratio of the rock would affect the seismic response of structure and the soil-structure interaction effects should be considered in seismic analysis and design of NPP even for a hard rock site.
Keywords:reactor building  seismic response  floor response spectra  dynamic shear wave velocity  Poisson's ratio  sensitivity analysis
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