楼主,我关注这几篇文章,,感谢,期待上传 ^# B`GV
14-0099 Pushover Analysis of Daikai Subway Station During the KC9_H>
Osaka-Kobe Earthquake in 1995 %JeT,{
Liu, Jingbo Liu, Jingbo; Liu, Xiangqing P264 5Mf bO3
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05-01-0142 Study on the Earthquake Response of Subway Station Built in J.W0F# ?
Soft Sites with Different Thickness of Soft Soil Layers X,y0J
Zhuang, Haiyang Zhuang, Haiyang; Chen, Guoxing; cK%Sty'8+
Wang, Xiuxing .|^L\L(!
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14-0049 A Comparison Between Large-Size Shaking Table Test and -f@~{rK.L
Numerical Simulation Results of Subway Station Structure v^1_'PAXu
Zuo, Xi Chen, Guo-Xing; Zuo, Xi; k%YvJ XL
Zhuang, Hai-Yang; Du, Xiu-Li L'B=
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04-01-0119 Transferring Coefficient of Soil Layer Strain to Subway uDvZ]Q|.
Structure During Earthquakes h)fJ2]JW8W
Zhang, Jianyi Zhang, Jianyi; Yuan, Xiaoming; fQ33J>
Xu, Jin; Sun, Rui xTiC[<j
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07-0066 Structural Response Analysis of a Reinforced Concrete :l~Wt7R
Building with the Excitation of Microtremors and Passing eLWD?-v%
Subway Trains _;/onM
Luo, Guichu LI1OocY.]
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09-01-0058 Vibration and Seismic Isolation Design for Builidings on 2XI%z4\)!
Subway Platform UfIH!6Q
Wei, Lushun qIIc>By(\"
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04-01-0030 Seismic Design Analysis of a Shallow-Buried Subway j;}!Yn
Station in Liquefiable Soils d+[GMIxg
Zhai, Endi