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    Shaking Table Evaluation of Reinforced Concrete Bridge Columns Repaired Using Fiber-Reinforced Polymer Jackets

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 012
    Author:
    Pardeep
    ,
    Kumar
    ,
    Khalid M.
    ,
    Mosalam
    DOI: 10.1061/(ASCE)BE.1943-5592.0000780
    Publisher: American Society of Civil Engineers
    Abstract: Effective, economical, and timely repair of RC bridges after a seismic event is crucial. Fiber-reinforced polymer (FRP) composite laminates are one of few options and have several advantages. The paper presents shaking table experimental investigation to evaluate the use of FRP for repairing RC bridge columns with circular cross sections. Two
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      Shaking Table Evaluation of Reinforced Concrete Bridge Columns Repaired Using Fiber-Reinforced Polymer Jackets

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81436
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    • Journal of Bridge Engineering

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    contributor authorPardeep
    contributor authorKumar
    contributor authorKhalid M.
    contributor authorMosalam
    date accessioned2017-05-08T22:29:21Z
    date available2017-05-08T22:29:21Z
    date copyrightDecember 2015
    date issued2015
    identifier other46591384.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81436
    description abstractEffective, economical, and timely repair of RC bridges after a seismic event is crucial. Fiber-reinforced polymer (FRP) composite laminates are one of few options and have several advantages. The paper presents shaking table experimental investigation to evaluate the use of FRP for repairing RC bridge columns with circular cross sections. Two
    publisherAmerican Society of Civil Engineers
    titleShaking Table Evaluation of Reinforced Concrete Bridge Columns Repaired Using Fiber-Reinforced Polymer Jackets
    typeJournal Paper
    journal volume20
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000780
    treeJournal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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