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《Earthquake Engineering and Engineering Vibration》 2002-04
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Seismic response analysis of Dakai subway station in Hyogoken-nanbu earthquake

CAO Bing zheng 1,LUO Qi feng 1,MA Shuo 1,LIU Jing bo 2 (1.Research Institute of Structural Engineering & Disaster Reduction, Tongji University, Shanghai 200092, China; 2.Department of Civil Engineering, Tsinghua University, Beijing 100084, China)  
The damage mechanism of the Dakai subway station in Hyogoken nanbu earthquake is analyzed in this paper. Complex response is used to calculate earthquake response of the underground structure. The analyzed result shows that the larger shear forces and axial forces, which were caused by horizontal and vertical ground motion, resulted in damage of the whole structure station. The calculated result also shows that the response of mid column of the Dakai subway station, which was resulted from the vertical ground motion, was larger than that resulted from the horizontal ground motion.
【Fund】: 清华大学结构工程与振动国家教委开放研究实验室资助课题 (1996-1998)
【CateGory Index】: TU93
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【Co-citations】
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1 Zhuang Haiyang,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis of nonlinear earthquake response of metro double-tunnels[J];Earthquake Engineering and Engineering Vibration;2006-02
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