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    Modified Dynamic Condensation Method

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author:
    Mario Paz
    DOI: 10.1061/(ASCE)0733-9445(1989)115:1(234)
    Publisher: American Society of Civil Engineers
    Abstract: This note presents a method of reduction for the solution of the eigenproblem in structural dynamics using a modification of the dynamic condensation method. The proposed modification substantially reduces the number of numerical operations required in the application of the method and still provides accurate solutions for the higher modes of the system. This modification is presented after a brief discussion of the static condensation method and a review of the original dynamic condensation method.
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      Modified Dynamic Condensation Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30439
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    • Journal of Structural Engineering

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    contributor authorMario Paz
    date accessioned2017-05-08T20:53:06Z
    date available2017-05-08T20:53:06Z
    date copyrightJanuary 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A1%28234%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30439
    description abstractThis note presents a method of reduction for the solution of the eigenproblem in structural dynamics using a modification of the dynamic condensation method. The proposed modification substantially reduces the number of numerical operations required in the application of the method and still provides accurate solutions for the higher modes of the system. This modification is presented after a brief discussion of the static condensation method and a review of the original dynamic condensation method.
    publisherAmerican Society of Civil Engineers
    titleModified Dynamic Condensation Method
    typeJournal Paper
    journal volume115
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:1(234)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    contenttypeFulltext
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