楼主,我关注这几篇文章,,感谢,期待上传 (Cqhk:F
14-0099 Pushover Analysis of Daikai Subway Station During the Jr\4x7a;`~
Osaka-Kobe Earthquake in 1995 viY _Y.Yjy
Liu, Jingbo Liu, Jingbo; Liu, Xiangqing P264 v=9:N/sW
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05-01-0142 Study on the Earthquake Response of Subway Station Built in :;)K>g,b
Soft Sites with Different Thickness of Soft Soil Layers b[$l{RQ[?
Zhuang, Haiyang Zhuang, Haiyang; Chen, Guoxing; UT]LF#.(
Wang, Xiuxing ~H)b vN^
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14-0049 A Comparison Between Large-Size Shaking Table Test and :2K0/@<x
Numerical Simulation Results of Subway Station Structure .P-@ !Q5*
Zuo, Xi Chen, Guo-Xing; Zuo, Xi; v:s~Y
Zhuang, Hai-Yang; Du, Xiu-Li sh E>gTe
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04-01-0119 Transferring Coefficient of Soil Layer Strain to Subway o D:?fs]
Structure During Earthquakes 5BTQJa
Zhang, Jianyi Zhang, Jianyi; Yuan, Xiaoming; ~{RXc+
Xu, Jin; Sun, Rui
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07-0066 Structural Response Analysis of a Reinforced Concrete %'k^aqFL
Building with the Excitation of Microtremors and Passing A2*z
Subway Trains oy#Qj3M8=
Luo, Guichu QTtcGU
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09-01-0058 Vibration and Seismic Isolation Design for Builidings on om;jXf}A
Subway Platform p>65(&N,
Wei, Lushun cFD(Ap
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04-01-0030 Seismic Design Analysis of a Shallow-Buried Subway PHZA?>Q7Z
Station in Liquefiable Soils N\<M4fn
Zhai, Endi