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    Seismic Performance of Rocking Column–Supported Continuous Rigid-Frame Bridge: Phenomenological Damage State Definitions, Computations, and Fragility Assessment

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025158-1
    Author:
    Chen, Tingdi
    ,
    Shen, Yu
    ,
    Wang, Xiaowei
    ,
    Li, Jianzhong
    DOI: 10.1061/JSENDH.STENG-14201
    Publisher: American Society of Civil Engineers
    Abstract: AbstractPost-tensioned (PT) rocking systems have been developed aimed at mitigating structural seismic damage, with extensive experiments and numerical studies demonstrating advantages of PT rocking columns against earthquake. However, these studies are ...
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      Seismic Performance of Rocking Column–Supported Continuous Rigid-Frame Bridge: Phenomenological Damage State Definitions, Computations, and Fragility Assessment

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313299
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    • Journal of Structural Engineering

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    contributor authorChen, Tingdi
    contributor authorShen, Yu
    contributor authorWang, Xiaowei
    contributor authorLi, Jianzhong
    date accessioned2026-08-20T12:16:11Z
    date available2026-08-20T12:16:11Z
    date copyright2025/07/25
    date issued2025
    identifier otherJSENDH.STENG-14201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313299
    description abstractAbstractPost-tensioned (PT) rocking systems have been developed aimed at mitigating structural seismic damage, with extensive experiments and numerical studies demonstrating advantages of PT rocking columns against earthquake. However, these studies are ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Performance of Rocking Column–Supported Continuous Rigid-Frame Bridge: Phenomenological Damage State Definitions, Computations, and Fragility Assessment
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14201
    journal fristpage04025158-1
    journal lastpage04025158-20
    page20
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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