楼主,我关注这几篇文章,,感谢,期待上传 j+kC-U;
14-0099 Pushover Analysis of Daikai Subway Station During the 7&U&E|
Osaka-Kobe Earthquake in 1995 };b1aha G
Liu, Jingbo Liu, Jingbo; Liu, Xiangqing P264 Q9c)k{QZ
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05-01-0142 Study on the Earthquake Response of Subway Station Built in FOH@OY
Soft Sites with Different Thickness of Soft Soil Layers &eQJfc\a
Zhuang, Haiyang Zhuang, Haiyang; Chen, Guoxing; 6ZOy&fd,Ty
Wang, Xiuxing }Cj8
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14-0049 A Comparison Between Large-Size Shaking Table Test and bcH_V|5}
Numerical Simulation Results of Subway Station Structure D."=k{r.
Zuo, Xi Chen, Guo-Xing; Zuo, Xi; U]R~ gy}#
Zhuang, Hai-Yang; Du, Xiu-Li /[=E0_t+
P292 Zgamd1DJ[l
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04-01-0119 Transferring Coefficient of Soil Layer Strain to Subway T2=HG Z
Structure During Earthquakes <41ZZ0<EwY
Zhang, Jianyi Zhang, Jianyi; Yuan, Xiaoming; s_[VHPN
Xu, Jin; Sun, Rui QA?oJ_}y
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07-0066 Structural Response Analysis of a Reinforced Concrete 632bN=>
Building with the Excitation of Microtremors and Passing ;b0NGa(k
Subway Trains z wk.bf>m
Luo, Guichu 7 ^$;
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09-01-0058 Vibration and Seismic Isolation Design for Builidings on ? mv:neh
Subway Platform =-#G8L%Q
Wei, Lushun IRW^ok.'b!
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04-01-0030 Seismic Design Analysis of a Shallow-Buried Subway V'pqxjfd
Station in Liquefiable Soils w5,Mb
Zhai, Endi