楼主，您好，麻烦给我发一下：
el?V2v[ 05-02-0047
} +4Bf+u: Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
S;Z3v)E-f Sx)Il~ x 08-02-0060
,-3(^d\1F Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
o0G`Xn qb4;l\SfT 05-02-0113
Qc;[mxQe Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
c@-K L~{Vt~H9" 14-0027
7V {"!V5 Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
A+*oT(` 66<\i ltUQ 14-0069
E`fss d~ A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
9ET+k(wI@ 1=Zw=ufqV 14-0156
-FN6sNvIh Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
\Byk`}
9 'd^gRH<z 05-01-0419
B bw1k Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
9JV
3 %^=!s S15-016
EQJ_$6 Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
ocqB-C] 0; v~5|r 05-01-0334
Tud1xq The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
huJ q#5? y ,?G75wij 08-01-0015
lK,=`xe A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
J md
? Codes
Bh,)5E^m cXcx_- 14-0061
dB+GTq=6f Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
(VaN\+I:T 7NB 9Vu|gD 文章较多，麻烦了email：yxzhang2008@foxmail.com
/i y*3P,` 谢谢
[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]
