Nonlinear dynamic response of frames using Lanczos modal analysis

被引:8
作者
Vukazich, SM
Mish, KD
Romstad, KM
机构
[1] CALIF STATE UNIV LOS ANGELES,DEPT CIVIL ENGN,CHICO,CA 95929
[2] UNIV CALIF DAVIS,DEPT CIVIL & ENVIRONM ENGN,DAVIS,CA 95616
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1996年 / 122卷 / 12期
关键词
D O I
10.1061/(ASCE)0733-9445(1996)122:12(1418)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Modal reduction methods are a useful alternative to fully discrete matrix models for the efficient simulation of large dynamic response problems in frame analysis. The primary advantage of modal methods is computational efficiency, since they require less memory and fewer floating-point operations relative to conventional dynamic analyses of frames. The most important limitation of modal schemes is the difficulty in capturing strong nonlinear effects while retaining the simplicity of standard modal analysis algorithms. Modal methods obtained from inverse Lanczos iteration constitute a particularly elegant protocol for obtaining approximate time histories of response for nonlinear analyses of large frames and similar flexible structures. Examples underlining the strengths and weaknesses of Lanczos approximations are presented, and conclusions as to the utility of such modal reduction schemes for nonlinear dynamic analysis are drawn.
引用
收藏
页码:1418 / 1426
页数:9
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