楼主，您好，麻烦给我发一下：
"HOZ2_(o 05-02-0047
;_ }pI O Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
jPh<VVQ$@ c{q+h V= 08-02-0060
E_,/)U8 Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
kg/ B<w' E|O&bU Mh 05-02-0113
{R1]tGOf Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
{cK<iQJ 4]d^L> 14-0027
qt8Y3:=8l Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
]*0zir / z/7q#~J, 14-0069
3",gjXmBu A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
{##G.n\~ 4I4m4^ 14-0156
qCs/sW Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
Cfi{%,em nrEI0E9 05-01-0419
15:9JVH3D Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
3.&BhLT x9lA';}) S15-016
8ro`lX*F@2 Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
8Km&3nCv$Q [$y(>] ~. 05-01-0334
>y%H2][ The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
V)$!WPL@ Ev fvU:z 08-01-0015
N/ a4Gl( A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
J8'"vc} = Codes
WK%cbFq( h+km? j 14-0061
Qz(D1>5I? Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
(5T>`7g8 *i" 9D: 文章较多，麻烦了email：yxzhang2008@foxmail.com
!6/UwPs 谢谢
[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]
