TRANSIENT ELASTODYNAMIC ANALYSIS OF 3-DIMENSIONAL PROBLEMS BY BOUNDARY ELEMENT METHOD

被引：67

作者：

BANERJEE, PK

AHMAD, S

MANOLIS, GD

机构：

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1986年 / 14卷 / 06期

关键词：

D O I：

10.1002/eqe.4290140609

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：933 / 949

页数：17

共 22 条

[1]

Banerjee P. K., 1981, BOUNDARY ELEMENT MET

[2]

BANERJEE PK, AMD, V72, P65

[3] EFFICIENT LARGE-SCALE NONLINEAR TRANSIENT ANALYSIS BY FINITE-ELEMENTS [J].

BELYTSCHKO, T ;

CHIAPETTA, RL ;

BARTEL, HD .

INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1976, 10 (03) :579-596

[4]

BESKOS DE, 1984, DYNAMIC RESPONSE STR

[5]

COLE DM, 1978, B SEISMOL SOC AM, V68, P1331

[6] A DIRECT FORMULATION AND NUMERICAL SOLUTION OF GENERAL TRANSIENT ELASTODYNAMIC PROBLEM .2. [J].

CRUSE, TA .

JOURNAL OF MATHEMATICAL ANALYSIS AND APPLICATIONS, 1968, 22 (02) :341-&

[7] 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-&

[8]

Eringen A.C., 1975, ELASTODYNAMICS LINEA, V2

[9] DYNAMIC-RESPONSE OF 3-D RIGID SURFACE FOUNDATIONS BY TIME DOMAIN BOUNDARY ELEMENT METHOD [J].

KARABALIS, DL ;

BESKOS, DE .

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1984, 12 (01) :73-93

[10]

KAUSEL E, 1975, J ENG MECH DIV-ASCE, V101, P679

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