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    Response of Hemispherical Foundation Embedded in Half‐Space

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 012
    Author:
    J. Enrique Luco
    ,
    Huang L. Wong
    DOI: 10.1061/(ASCE)0733-9399(1986)112:12(1363)
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic impedance functions for a rigid hemispherical foundation embedded in a uniform viscoelastic half‐space are obtained by an integral equation approach. Numerical values for the vertical, torsional, horizontal, coupling, and rocking impedance functions for a wide range of frequencies are presented. Comparisons with results obtained by other methods, including finite element models, wave function expansions and other boundary integral formulations, are discussed.
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      Response of Hemispherical Foundation Embedded in Half‐Space

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    http://yetl.yabesh.ir/yetl1/handle/yetl/74754
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    contributor authorJ. Enrique Luco
    contributor authorHuang L. Wong
    date accessioned2017-05-08T22:14:18Z
    date available2017-05-08T22:14:18Z
    date copyrightNovember 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A12%281363%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74754
    description abstractThe dynamic impedance functions for a rigid hemispherical foundation embedded in a uniform viscoelastic half‐space are obtained by an integral equation approach. Numerical values for the vertical, torsional, horizontal, coupling, and rocking impedance functions for a wide range of frequencies are presented. Comparisons with results obtained by other methods, including finite element models, wave function expansions and other boundary integral formulations, are discussed.
    publisherAmerican Society of Civil Engineers
    titleResponse of Hemispherical Foundation Embedded in Half‐Space
    typeJournal Paper
    journal volume112
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:12(1363)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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