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《Chinese Journal of Underground Space and Engineering》 2005-05
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Seismic Response Analysis of Double-deck Subway Station

LI Bin~1,LIU Jing-bo~1,YIN Xiao~2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Beijing Urban Engineering Design & Research Institute,Beijing 100037,China)  
A numerical seismic response analysis on a subway station is presented. The time-history analysis method is employed.It is found that seismic response of underground structures is governed by deformation of ground,and the peak deformation of the structure is proportional to that of the free field.Compared with structures on the ground,the seismic deformation of underground structures is smaller,while inner force response is larger.For seismic response of underground structures,the peak ground displacement relative to the bedrock(PGRD) seems to be a more effective and reasonable design parameter of ground motion than design basic acceleration of ground motion.
【Fund】: 国家自然科学基金(50478014);; 国家973项目(2002CB412706);; 北京市自然科学基金重点项目(8011002)
【CateGory Index】: TU93;TU311.3
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5 LIU Jun;SHEN Xiaowei;China Railway Eryuan Engineering Group Co.,Ltd.;;Structural Seismic Analysis on a 3-storev Metro Station with Retaining Walls[A];[C];2014
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