楼主,我关注这几篇文章,,感谢,期待上传 $;M:TpX
14-0099 Pushover Analysis of Daikai Subway Station During the :0)3K7Q
Osaka-Kobe Earthquake in 1995 {j5e9pg1L|
Liu, Jingbo Liu, Jingbo; Liu, Xiangqing P264 @~c6qh
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05-01-0142 Study on the Earthquake Response of Subway Station Built in mkh"Kb*{
Soft Sites with Different Thickness of Soft Soil Layers ?{w3|Ef&
Zhuang, Haiyang Zhuang, Haiyang; Chen, Guoxing; h_1T,f(
Wang, Xiuxing 8}X5o]Mv
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14-0049 A Comparison Between Large-Size Shaking Table Test and W>VP'vn}
Numerical Simulation Results of Subway Station Structure !zj0/Q G\
Zuo, Xi Chen, Guo-Xing; Zuo, Xi; pD]0`L-HJU
Zhuang, Hai-Yang; Du, Xiu-Li 0;4t&v7
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04-01-0119 Transferring Coefficient of Soil Layer Strain to Subway Uw,2}yR
Structure During Earthquakes 53-v|'9'
Zhang, Jianyi Zhang, Jianyi; Yuan, Xiaoming; fFjgrK8
Xu, Jin; Sun, Rui r78TE@d
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07-0066 Structural Response Analysis of a Reinforced Concrete f7h*Vu`>
Building with the Excitation of Microtremors and Passing ydw)mT44K
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Luo, Guichu bY}eUL2i4
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09-01-0058 Vibration and Seismic Isolation Design for Builidings on 8]4U`\k4
Subway Platform 6 3`{.yZ*z
Wei, Lushun Q#h
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04-01-0030 Seismic Design Analysis of a Shallow-Buried Subway W^3uEm&l!)
Station in Liquefiable Soils |#1(Z-}
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