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    Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 002
    Author:
    Stefano Pampanin
    ,
    Davide Bolognini
    ,
    Alberto Pavese
    DOI: 10.1061/(ASCE)1090-0268(2007)11:2(211)
    Publisher: American Society of Civil Engineers
    Abstract: The feasibility and efficiency of a seismic retrofit intervention using externally bonded fiber-reinforced polymer composites on existing reinforced concrete frame systems, designed prior to the introduction of modern standard seismic design code provisions in the mid-1970s, are herein presented, based on analytical and experimental investigations on beam-column joint subassemblies and frame systems. A multilevel retrofit strategy, following hierarchy of strength considerations, is adopted to achieve the desired performance. The expected sequence of events is visualized through capacity-demand curves within
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      Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/54439
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    • Journal of Composites for Construction

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    contributor authorStefano Pampanin
    contributor authorDavide Bolognini
    contributor authorAlberto Pavese
    date accessioned2017-05-08T21:30:57Z
    date available2017-05-08T21:30:57Z
    date copyrightApril 2007
    date issued2007
    identifier other%28asce%291090-0268%282007%2911%3A2%28211%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54439
    description abstractThe feasibility and efficiency of a seismic retrofit intervention using externally bonded fiber-reinforced polymer composites on existing reinforced concrete frame systems, designed prior to the introduction of modern standard seismic design code provisions in the mid-1970s, are herein presented, based on analytical and experimental investigations on beam-column joint subassemblies and frame systems. A multilevel retrofit strategy, following hierarchy of strength considerations, is adopted to achieve the desired performance. The expected sequence of events is visualized through capacity-demand curves within
    publisherAmerican Society of Civil Engineers
    titlePerformance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites
    typeJournal Paper
    journal volume11
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2007)11:2(211)
    treeJournal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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