NON-LINEAR SOIL STRUCTURE-INTERACTION ANALYSIS USING GREENS-FUNCTION OF SOIL IN THE TIME DOMAIN

被引：19
作者：
WOLF, JP
OBERNHUBER, P
机构：
来源：
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1985年 / 13卷 / 02期
关键词：
D O I：
10.1002/eqe.4290130206
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：213 / 223
页数：11
相关论文
共 9 条
[1]  
KAUSEL E, 1981, B SEISMOL SOC AM, V71, P1743
[2]   THE SEISMIC SURFACE PULSE [J].
PEKERIS, CL .
PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 1955, 41 (07) :469-480
[3]   FREE-FIELD RESPONSE FROM INCLINED SV-WAVES AND P-WAVES AND RAYLEIGH-WAVES [J].
WOLF, JP ;
OBERNHUBER, P .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1982, 10 (06) :847-869
[4]   SEISMIC EXCITATION WITH LARGE OVERTURNING MOMENTS - TENSILE CAPACITY, PROJECTING BASE MAT OR LIFTING-OFF [J].
WOLF, JP ;
SKRIKERUD, PE .
NUCLEAR ENGINEERING AND DESIGN, 1978, 50 (02) :305-321
[5]   SOIL-STRUCTURE INTERACTION WITH SEPARATION OF BASE MAT FROM SOIL (LIFTING-OFF) [J].
WOLF, JP .
NUCLEAR ENGINEERING AND DESIGN, 1976, 38 (02) :357-384
[6]   DYNAMIC-STIFFNESS MATRIX OF SOIL BY THE BOUNDARY-ELEMENT METHOD - CONCEPTUAL ASPECTS [J].
WOLF, JP ;
DARBRE, GR .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1984, 12 (03) :385-400
[7]   NON-LINEAR SOIL STRUCTURE-INTERACTION ANALYSIS USING DYNAMIC STIFFNESS OR FLEXIBILITY OF SOIL IN THE TIME DOMAIN [J].
WOLF, JP ;
OBERNHUBER, P .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1985, 13 (02) :195-212
[8]  
Wolf JP., 1985, DYNAMIC SOIL STRUCTU
[9]  
WOLF JP, 1980, 2ND ASCE C CIV ENG N, V6
1