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    Equivalent Barge and Flotilla Impact Forces on Bridge Piers

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
    Author:
    Peng Yuan
    ,
    Issam E. Harik
    DOI: 10.1061/(ASCE)BE.1943-5592.0000080
    Publisher: American Society of Civil Engineers
    Abstract: Bridge piers located in navigable inland waterways are designed to resist impact forces from barges and flotillas in addition to other design considerations (e.g., scour dead, live loads, etc.). The primary design tool for estimating these forces is the
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      Equivalent Barge and Flotilla Impact Forces on Bridge Piers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56606
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    contributor authorPeng Yuan
    contributor authorIssam E. Harik
    date accessioned2017-05-08T21:34:50Z
    date available2017-05-08T21:34:50Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29be%2E1943-5592%2E0000082.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56606
    description abstractBridge piers located in navigable inland waterways are designed to resist impact forces from barges and flotillas in addition to other design considerations (e.g., scour dead, live loads, etc.). The primary design tool for estimating these forces is the
    publisherAmerican Society of Civil Engineers
    titleEquivalent Barge and Flotilla Impact Forces on Bridge Piers
    typeJournal Paper
    journal volume15
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000080
    treeJournal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 005
    contenttypeFulltext
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