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    Lateral Earthquake Response of Suspension Bridges

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    Ahmed M. Abdel‐Ghaffar
    ,
    Lawrence I. Rubin
    DOI: 10.1061/(ASCE)0733-9445(1983)109:3(664)
    Publisher: American Society of Civil Engineers
    Abstract: The lateral response of suspension bridges to multiple‐support seismic excitations is investigated. A frequency‐domain random‐vibration approach is utilized to take into account not only the differences in ground motion inputs, but also the correlation among the various input motions. The earthquake response of the Golden Gate Suspension Bridge, in San Francisco, California, is analyzed. The ground motion inputs were taken from an array of time histories recovered from the Imperial Valley, California, earthquake
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      Lateral Earthquake Response of Suspension Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28934
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    contributor authorAhmed M. Abdel‐Ghaffar
    contributor authorLawrence I. Rubin
    date accessioned2017-05-08T20:50:33Z
    date available2017-05-08T20:50:33Z
    date copyrightMarch 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A3%28664%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28934
    description abstractThe lateral response of suspension bridges to multiple‐support seismic excitations is investigated. A frequency‐domain random‐vibration approach is utilized to take into account not only the differences in ground motion inputs, but also the correlation among the various input motions. The earthquake response of the Golden Gate Suspension Bridge, in San Francisco, California, is analyzed. The ground motion inputs were taken from an array of time histories recovered from the Imperial Valley, California, earthquake
    publisherAmerican Society of Civil Engineers
    titleLateral Earthquake Response of Suspension Bridges
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:3(664)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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