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    Dynamic Analysis of Arch Dams Including Hydrodynamic Effects

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 001
    Author:
    John F. Hall
    ,
    Anil K. Chopra
    DOI: 10.1061/(ASCE)0733-9399(1983)109:1(149)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is developed to analyze, under the assumption of linear behavior, the earthquake response of arch dams including hydrodynamic effects. The dam and fluid domain are treated as substructures and modeled with finite elements. The only geometric restriction is that an infinite fluid domain must maintain a constant cross section beyond some point in the upstream direction. For such an infinite, uniform region, a finite element discretization over the cross section is combined with a continuum representation in the upstream direction. The fluid domain model approximately accounts for the effects of foundation flexibility on hydrodynamic pressures. Computed responses of an arch dam to harmonic ground motion are presented.
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      Dynamic Analysis of Arch Dams Including Hydrodynamic Effects

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70163
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    contributor authorJohn F. Hall
    contributor authorAnil K. Chopra
    date accessioned2017-05-08T22:03:39Z
    date available2017-05-08T22:03:39Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9399%281983%29109%3A1%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70163
    description abstractA procedure is developed to analyze, under the assumption of linear behavior, the earthquake response of arch dams including hydrodynamic effects. The dam and fluid domain are treated as substructures and modeled with finite elements. The only geometric restriction is that an infinite fluid domain must maintain a constant cross section beyond some point in the upstream direction. For such an infinite, uniform region, a finite element discretization over the cross section is combined with a continuum representation in the upstream direction. The fluid domain model approximately accounts for the effects of foundation flexibility on hydrodynamic pressures. Computed responses of an arch dam to harmonic ground motion are presented.
    publisherAmerican Society of Civil Engineers
    titleDynamic Analysis of Arch Dams Including Hydrodynamic Effects
    typeJournal Paper
    journal volume109
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1983)109:1(149)
    treeJournal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 001
    contenttypeFulltext
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