楼主，您好，麻烦给我发一下：
HXTZ`'Rv 05-02-0047
LL1HDG >l Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
T 6g(,xPcL K2glkGK 08-02-0060
g&30 @D" Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
`|i[*+WC Htf|VpzMb 05-02-0113
b ^Xq(q>5 Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
v NJ!d s i nnH Q 14-0027
7VdG6`TDR Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
hC[MYAaF Qr4c':8 14-0069
nRmZu\(Ow| A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
yI 6AafS~ W/m,qilQI 14-0156
"3"9sIZ( Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
Ol9'ZB|R SBY
05-01-0419
v]tbs)x;h Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
{Y! -] _ 5 8N|y S15-016
BEkxH. Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
e!67Na0X( 'K=n}}&: 05-01-0334
$DOBC@xxzT The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
i#M$i*H*A jc|"wN] 08-01-0015
&?=UP4[oif A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
G#&R/Tc5N Codes
)h0 F'MzW :b&O{>M]Y 14-0061
dM{xPpnx Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
b=!G3wVw< Jm|eZDp 文章较多，麻烦了email：yxzhang2008@foxmail.com
lth t' | 谢谢
[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]
