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    Performance of a Damage-Protected Highway Bridge Pier Subjected to Bidirectional Earthquake Attack

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author:
    K. Solberg
    ,
    N. Mashiko
    ,
    J. B. Mander
    ,
    R. P. Dhakal
    DOI: 10.1061/(ASCE)0733-9445(2009)135:5(469)
    Publisher: American Society of Civil Engineers
    Abstract: Recent earthquakes such as Loma Prieta, Northridge, and Kobe have demonstrated a need for a new design philosophy of bridge piers that avoids damage in order to ensure postearthquake serviceability and reduce financial loss.
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      Performance of a Damage-Protected Highway Bridge Pier Subjected to Bidirectional Earthquake Attack

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35402
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    contributor authorK. Solberg
    contributor authorN. Mashiko
    contributor authorJ. B. Mander
    contributor authorR. P. Dhakal
    date accessioned2017-05-08T21:00:52Z
    date available2017-05-08T21:00:52Z
    date copyrightMay 2009
    date issued2009
    identifier other%28asce%290733-9445%282009%29135%3A5%28469%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35402
    description abstractRecent earthquakes such as Loma Prieta, Northridge, and Kobe have demonstrated a need for a new design philosophy of bridge piers that avoids damage in order to ensure postearthquake serviceability and reduce financial loss.
    publisherAmerican Society of Civil Engineers
    titlePerformance of a Damage-Protected Highway Bridge Pier Subjected to Bidirectional Earthquake Attack
    typeJournal Paper
    journal volume135
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2009)135:5(469)
    treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 005
    contenttypeFulltext
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