楼主，您好，麻烦给我发一下：
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#ly 05-02-0047
|$ w0+bV* Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
Jmy)J!ib* hs,5LV)|y 08-02-0060
y3AL) Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
/MqP[*L :+1bg&wQ 05-02-0113
w*2^/zh Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
5Q ;dnC o @@_J@}# 14-0027
a[JZ5D Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
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p}r yKW\cJ A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
Yoe l es- s #`cX0L) 14-0156
rJp?d9B Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
;$[VX/A`f 0O^r.&{j> 05-01-0419
8tC + lc Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
]nHe$x !2] 5D-BIPn=JV S15-016
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)_F(H)* The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
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Lqq*Nr A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
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B,:23[v HMQ 'b(a' 14-0061
-MU Q \pZ Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
{'&8` d k$? &]! <o 文章较多，麻烦了email：yxzhang2008@foxmail.com
iUpSN0XkMM 谢谢
[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]
