COMPARISON OF DYNAMIC STIFFNESSES OF RIGID SQUARE AND RECTANGULAR FOUNDATIONS BY DBEM AND IBEM

被引:3
作者
AHMAD, S
ISRAIL, ASM
CHEN, K
机构
[1] State Univ of New York at Buffalo, United States
关键词
D O I
10.1002/nag.1610120607
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
20
引用
收藏
页码:657 / 678
页数:22
相关论文
共 20 条
[1]  
AHMAD S, 1986, THESIS STATE U NEW Y
[2]  
Ahmad S., 1987, COMPUTATIONAL MECH, V2, P185
[3]  
Anandakrishnan M., 1973, J SOIL MECH FDN DIVI, V99, P863, DOI [10.1061/JSFEAQ.0001937, DOI 10.1061/JSFEAQ.0001937]
[4]  
APSEL RJ, 1979, THESIS SAN DIEGO
[5]  
Banerjee P. K., 1981, BOUNDARY ELEMENT MET
[6]   TRANSIENT ELASTODYNAMIC ANALYSIS OF 3-DIMENSIONAL PROBLEMS BY BOUNDARY ELEMENT METHOD [J].
BANERJEE, PK ;
AHMAD, S ;
MANOLIS, GD .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1986, 14 (06) :933-949
[7]  
BANERJEE PK, 1985, ADV TOPICS BOUNDARY, V72, P65
[8]  
CHEN K, 1987, THESIS STATE U NEW Y
[9]   A DIRECT FORMULATION AND NUMERICAL SOLUTION OF GENERAL TRANSIENT ELASTODYNAMIC PROBLEM .I. [J].
CRUSE, TA ;
RIZZO, FJ .
JOURNAL OF MATHEMATICAL ANALYSIS AND APPLICATIONS, 1968, 22 (01) :244-&
[10]  
DOMINGUEZ J, 1978, R7820 MIT DEP CIV EN