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    Plates on Elastic Foundation by Bie Method

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    Author:
    J. T. Katsikadelis
    ,
    A. E. Armenàkas
    DOI: 10.1061/(ASCE)0733-9399(1984)110:7(1086)
    Publisher: American Society of Civil Engineers
    Abstract: In this investigation the boundary integral equation (BIE) method with numerical evaluation of the boundary integral equations is applied to the analysis of simply supported plates of any shape, resting on an elastic foundation. The numerical results are compared with those available from analytical solutions. Moreover, the efficiency of the BIE method is demonstrated and examined.
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      Plates on Elastic Foundation by Bie Method

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    https://yetl.yabesh.ir/yetl1/handle/yetl/72808
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    contributor authorJ. T. Katsikadelis
    contributor authorA. E. Armenàkas
    date accessioned2017-05-08T22:10:24Z
    date available2017-05-08T22:10:24Z
    date copyrightJuly 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A7%281086%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72808
    description abstractIn this investigation the boundary integral equation (BIE) method with numerical evaluation of the boundary integral equations is applied to the analysis of simply supported plates of any shape, resting on an elastic foundation. The numerical results are compared with those available from analytical solutions. Moreover, the efficiency of the BIE method is demonstrated and examined.
    publisherAmerican Society of Civil Engineers
    titlePlates on Elastic Foundation by Bie Method
    typeJournal Paper
    journal volume110
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:7(1086)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    contenttypeFulltext
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