楼主,您好,麻烦给我发一下:
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yrn} 05-02-0047
;RK;kdZ Inelastic Seismic Response of a 59-Span Bridge with Soil-Structure Interaction
Lm8uN? J
?0P{{ 08-02-0060
w2H^q3* Effect of Soil-Structure-Interaction on Inelastic Displacement Ratios of Existing Structures
5[y+X|Am QQ,V35Vp[ 05-02-0113
;#bDz}|\AN Performance-Based Assessment of the Effects of Soil-Structure Interaction on the Seismic Demands of Bridge Piers:A Proposed Methodology
:\Q#W4~p CzDV^Iv;Q{ 14-0027
G\z5Ue* Evaluating Soil-Structure Interaction Effects Using Dimensional Analysis
!aB~G}' @+{F\SD\ 14-0069
8'PK}heBU A Simplified Non-Linear Spring Approach for Dynamic Soil-Structure Interaction
M3G ecjR f"z;' 14-0156
0Ke2%+yqJ Analytical Method, Modeling and Boundary Condition for the Response Analysis with Nonlinear Soil-Structure Interaction
kBU`Q{. ,!H`@Kl 05-01-0419
(u4'*[o\t Strenght Reduction Factors in Soil-Structure Interaction:Damage Analysis
4L bll%[9 ~ <36vsk S15-016
z3c7 Nonlinear Soil-Structure Interaction Theory for Low-Rise Reinforced Concrete Buildings Based on the Full-Scale Shake Table Test at E-Defense
fHODS9HQ dv Vz# 05-01-0334
0qq>(K[ The Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System
qizQt]l EK&";(x2( 08-01-0015
a>Wr2gPko A Criterion for Considering Soil-Structure Interaction Effects in Seismic Design of Ductile RC-MRFS According To Iranian
*X5<]{7c Codes
:6:,s#av <A(Bq'eQM 14-0061
Pcjrv:0$ Large-Scale Simulation of Soil-Structure Interaction on Building Response in a Region
T65"?=<EB -TMg9M4 文章较多,麻烦了email:yxzhang2008@foxmail.com
]D&U}n 谢谢

[ 此贴被jzzu在2008-11-23 20:43重新编辑 ]