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    Hydrodynamic and Foundation Interaction Effects in Dynamics of Intake Towers: Earthquake Responses

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author:
    Alok Goyal
    ,
    Anil K. Chopra
    DOI: 10.1061/(ASCE)0733-9445(1989)115:6(1386)
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic response of Briones Dam Intake Tower to Taft ground motion is presented for various cases: rigid and flexible foundation rock, with and without water. Study of these response results demonstrates that the earthquake response of this tower is increased because of hydrodynamic effects and decreased as a result of tower‐foundation‐soil interaction. It is also demonstrated that the earthquake response of this tower can be computed to a satisfactory degree of accuracy by considering the contributions of only the first two natural vibration modes. This observation provides a basis for developing a simplified analysis procedure suitable for practical application.
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      Hydrodynamic and Foundation Interaction Effects in Dynamics of Intake Towers: Earthquake Responses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30600
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    contributor authorAlok Goyal
    contributor authorAnil K. Chopra
    date accessioned2017-05-08T20:53:22Z
    date available2017-05-08T20:53:22Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A6%281386%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30600
    description abstractThe dynamic response of Briones Dam Intake Tower to Taft ground motion is presented for various cases: rigid and flexible foundation rock, with and without water. Study of these response results demonstrates that the earthquake response of this tower is increased because of hydrodynamic effects and decreased as a result of tower‐foundation‐soil interaction. It is also demonstrated that the earthquake response of this tower can be computed to a satisfactory degree of accuracy by considering the contributions of only the first two natural vibration modes. This observation provides a basis for developing a simplified analysis procedure suitable for practical application.
    publisherAmerican Society of Civil Engineers
    titleHydrodynamic and Foundation Interaction Effects in Dynamics of Intake Towers: Earthquake Responses
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:6(1386)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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