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    Introducing a Hybrid Isolated-Rocking Precast Concrete Segmental Bridge Column: Quasi-Static Analysis and Performance Evaluation

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025155-1
    Author:
    Ebrahimi, Farhang
    ,
    Salehi, Mohammad
    ,
    Dehcheshmeh, Esmaeil Mohammadi
    ,
    Broujerdian, Vahid
    DOI: 10.1061/JSENDH.STENG-14288
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis research introduces an innovative hybrid isolated-rocking (HIR) bridge column and investigates its performance using numerical simulations. The proposed column consists of precast concrete segments with end rocking joints, lead rubber ...
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      Introducing a Hybrid Isolated-Rocking Precast Concrete Segmental Bridge Column: Quasi-Static Analysis and Performance Evaluation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313307
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    • Journal of Structural Engineering

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    contributor authorEbrahimi, Farhang
    contributor authorSalehi, Mohammad
    contributor authorDehcheshmeh, Esmaeil Mohammadi
    contributor authorBroujerdian, Vahid
    date accessioned2026-08-20T12:16:27Z
    date available2026-08-20T12:16:27Z
    date copyright2025/07/23
    date issued2025
    identifier otherJSENDH.STENG-14288.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313307
    description abstractAbstractThis research introduces an innovative hybrid isolated-rocking (HIR) bridge column and investigates its performance using numerical simulations. The proposed column consists of precast concrete segments with end rocking joints, lead rubber ...
    publisherAmerican Society of Civil Engineers
    titleIntroducing a Hybrid Isolated-Rocking Precast Concrete Segmental Bridge Column: Quasi-Static Analysis and Performance Evaluation
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14288
    journal fristpage04025155-1
    journal lastpage04025155-15
    page15
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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