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    Modal Superposition Method for Computationally Economical Nonlinear Structural Analysis

    Source: Journal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 002::page 134
    Author:
    V. N. Shah
    ,
    A. N. Nahavandi
    ,
    G. J. Bohm
    DOI: 10.1115/1.3454612
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A modal superposition method for analyzing nonlinear structural dynamic problems involving impact between components is developed and evaluated. The finite-element method is used to express the equations of motion with nonlinearities represented by pseudo force vector. Three test problems are solved to verify this method. This has demonstrated the applicability of this method to seismic analysis of large, complex structural systems. It is concluded that the modal superposition method has a significant cost advantage over the direct integration method for problems with large wave fronts and the source of nonlinearities restricted to a limited portion of the structure.
    keyword(s): Force , Structural analysis , Waves , Equations of motion , Finite element methods , Structural dynamics AND Seismic analysis ,
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      Modal Superposition Method for Computationally Economical Nonlinear Structural Analysis

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/92584
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    contributor authorV. N. Shah
    contributor authorA. N. Nahavandi
    contributor authorG. J. Bohm
    date accessioned2017-05-08T23:07:32Z
    date available2017-05-08T23:07:32Z
    date copyrightMay, 1979
    date issued1979
    identifier issn0094-9930
    identifier otherJPVTAS-28173#134_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92584
    description abstractA modal superposition method for analyzing nonlinear structural dynamic problems involving impact between components is developed and evaluated. The finite-element method is used to express the equations of motion with nonlinearities represented by pseudo force vector. Three test problems are solved to verify this method. This has demonstrated the applicability of this method to seismic analysis of large, complex structural systems. It is concluded that the modal superposition method has a significant cost advantage over the direct integration method for problems with large wave fronts and the source of nonlinearities restricted to a limited portion of the structure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleModal Superposition Method for Computationally Economical Nonlinear Structural Analysis
    typeJournal Paper
    journal volume101
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3454612
    journal fristpage134
    journal lastpage141
    identifier eissn1528-8978
    keywordsForce
    keywordsStructural analysis
    keywordsWaves
    keywordsEquations of motion
    keywordsFinite element methods
    keywordsStructural dynamics AND Seismic analysis
    treeJournal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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