楼主,您好,麻烦给我发一下:
r Zg(%6@ 05-02-0047
V[ 'lB.&t Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
g&?{^4t] l3HfaCP6: 08-02-0060
l$g \t] Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
pra0:oHN =a!_H=+4 05-02-0113
o&:'MwU Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
Oe"nNvu/ {Xv0=P 14-0027
(svKq(X Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
!6*m<#Qm GtpBd40" 14-0069
W>y& A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
-X_dY>>s kKz>]t"A 14-0156
BL1d=%2R Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
VhLS*YiSY ;U]Ym48 05-01-0419
ZXC_kmBN/ Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
*dPG[ } /<T3^/ ' S15-016
PHxNo) Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
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*5W JXF0}T)C 05-01-0334
K2!GpGZu The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
uXo? qw6i|JM% 08-01-0015
x<\5Jrqt A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
.0?A0D?sP Codes
Df.eb|[{ {B7${AE 14-0061
OZ6:u^OS] Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
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\z }/ 文章较多,麻烦了email:yxzhang2008@foxmail.com
,U?^u% 谢谢

[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]