楼主,您好,麻烦给我发一下:
k";dK*hD, 05-02-0047
O z0-cM8t Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
A:(|"<lA MOQ6&C`7q 08-02-0060
ch8VJ^%Ra1 Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
k3$'K}=d 4uiq'- 05-02-0113
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Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
i6V$m hL 0FcDO5ia 14-0027
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vSnVq>-q& i) e6U(H 14-0069
3`reXms*{ A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
,CyX*k8o z]N#.utQ 14-0156
I4N7wnBp Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
}3: mn O6Py 05-01-0419
W$`v^1M2o Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
5&s6(?,Eu h&j2mv( S15-016
9Do75S{( Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
DD=X{{;D\" $^fF}y6N 05-01-0334
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`$f`55e Em&3g 08-01-0015
"]=OR> A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
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73X*|g[O w3(G!: 14-0061
^}~Q(ji7 Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
/FN:yCf W5Z-s.o 文章较多,麻烦了email:yxzhang2008@foxmail.com
vE)N6Ss 谢谢

[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]