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contributor authorSteven M. Vukazich
contributor authorKyran D. Mish
contributor authorKarl M. Romstad
date accessioned2017-05-08T20:56:10Z
date available2017-05-08T20:56:10Z
date copyrightDecember 1996
date issued1996
identifier other%28asce%290733-9445%281996%29122%3A12%281418%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32380
description abstractModal 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.
publisherAmerican Society of Civil Engineers
titleNonlinear Dynamic Response of Frames Using Lanczos Modal Analysis
typeJournal Paper
journal volume122
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1996)122:12(1418)
treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
contenttypeFulltext


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