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    Nonlinear Dynamic Response of Frames Using Lanczos Modal Analysis

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author:
    Steven M. Vukazich
    ,
    Kyran D. Mish
    ,
    Karl M. Romstad
    DOI: 10.1061/(ASCE)0733-9445(1996)122:12(1418)
    Publisher: American Society of Civil Engineers
    Abstract: 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.
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      Nonlinear Dynamic Response of Frames Using Lanczos Modal Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32380
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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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