MODAL DECOMPOSITION METHOD FOR STATIONARY RESPONSE OF NON-CLASSICALLY DAMPED SYSTEMS

被引：123

作者：

IGUSA, T

KIUREGHIAN, AD

SACKMAN, JL

机构：

来源：

关键词：

D O I：

10.1002/eqe.4290120109

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

引用

页码：121 / 136

页数：16

共 24 条

[1]

Bathe K.J., 1973, EARTHQ ENG STRUCT D, V1, P283, DOI DOI 10.1002/EQE.4290010308

[2] THE STATISTICAL DISTRIBUTION OF THE MAXIMA OF A RANDOM FUNCTION [J].

CARTWRIGHT, DE ;

LONGUETHIGGINS, MS .

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1956, 237 (1209) :212-232

[3]

Crandall SH., 1963, RANDOM VIBRATION MEC

CURTIS, AJ ;

BOYKIN, TR .

[5]

Davenport A. G., 1964, P I CIVIL ENG, V28, P187, DOI DOI 10.1680/IICEP.1964.10112

[6]

DEBCHAUDHURY A, 1980, ENG7719364 CAS I TEC

[7]

GASPARINI DA, 1980, J ENG MECH DIV-ASCE, V106, P1233

HAMMOND, JK .

[9]

Hurty WC, 1964, DYNAMICS STRUCTURES

[10]

IGUSA T, 1983, MAY P ASCE EMD SPEC