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    Analysis of Shallow Shells with Rectangular Projection: Theory

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 006
    Author:
    L. T. Stavridis
    ,
    A. E. Armenàkas
    DOI: 10.1061/(ASCE)0733-9399(1988)114:6(923)
    Publisher: American Society of Civil Engineers
    Abstract: In this investigation, a series solution for the deflection and the stress resultants of shallow shells of any geometry with a rectangular projection is obtained in terms of beam functions on the basis of the Marguerre equations of equilibrium. The shells are subjected to distributed transverse forces. The coefficients of these series are established using an extended double Galerkin method.
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      Analysis of Shallow Shells with Rectangular Projection: Theory

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    https://yetl.yabesh.ir/yetl1/handle/yetl/78442
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    contributor authorL. T. Stavridis
    contributor authorA. E. Armenàkas
    date accessioned2017-05-08T22:21:10Z
    date available2017-05-08T22:21:10Z
    date copyrightJune 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A6%28923%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78442
    description abstractIn this investigation, a series solution for the deflection and the stress resultants of shallow shells of any geometry with a rectangular projection is obtained in terms of beam functions on the basis of the Marguerre equations of equilibrium. The shells are subjected to distributed transverse forces. The coefficients of these series are established using an extended double Galerkin method.
    publisherAmerican Society of Civil Engineers
    titleAnalysis of Shallow Shells with Rectangular Projection: Theory
    typeJournal Paper
    journal volume114
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:6(923)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 006
    contenttypeFulltext
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