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    Automated Truncation of Ritz Vector Basis in Modal Transformation

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 011
    Author:
    Adnan Ibrahimbegovic
    ,
    Edward L. Wilson
    DOI: 10.1061/(ASCE)0733-9399(1990)116:11(2506)
    Publisher: American Society of Civil Engineers
    Abstract: The number of load‐dependent Ritz vectors required for an accurate dynamic analysis, using the mode superposition method, depends on both the spatial distribution and the spectral (frequency) content of the loading. In this paper we demonstrate that, by monitoring two modal truncation criteria for spectral content and spatial representation of the loading, in the progress of algorithm we can predetermine the accuracy of subsequent dynamic analysis. In the case of earthquake excitation, the loading spatial representation truncation criterion is a participating mass. The spectral content truncation criterion exploits the analogy to the static correction method and unique properties of the load‐dependent vector algorithm. The numerical effort required for the calculation of modal truncation criteria is slight compared to the numerical effort of generating the Ritz vectors. Therefore, monitoring truncation criteria should become a standard step in the load‐dependent vector algorithm. In addition, it provides a possibility for automated truncation of Ritz vector basis in the modal dynamic analysis of complex structures.
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      Automated Truncation of Ritz Vector Basis in Modal Transformation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81509
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    contributor authorAdnan Ibrahimbegovic
    contributor authorEdward L. Wilson
    date accessioned2017-05-08T22:29:40Z
    date available2017-05-08T22:29:40Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A11%282506%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81509
    description abstractThe number of load‐dependent Ritz vectors required for an accurate dynamic analysis, using the mode superposition method, depends on both the spatial distribution and the spectral (frequency) content of the loading. In this paper we demonstrate that, by monitoring two modal truncation criteria for spectral content and spatial representation of the loading, in the progress of algorithm we can predetermine the accuracy of subsequent dynamic analysis. In the case of earthquake excitation, the loading spatial representation truncation criterion is a participating mass. The spectral content truncation criterion exploits the analogy to the static correction method and unique properties of the load‐dependent vector algorithm. The numerical effort required for the calculation of modal truncation criteria is slight compared to the numerical effort of generating the Ritz vectors. Therefore, monitoring truncation criteria should become a standard step in the load‐dependent vector algorithm. In addition, it provides a possibility for automated truncation of Ritz vector basis in the modal dynamic analysis of complex structures.
    publisherAmerican Society of Civil Engineers
    titleAutomated Truncation of Ritz Vector Basis in Modal Transformation
    typeJournal Paper
    journal volume116
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:11(2506)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian