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    Seismic Fragility Analysis of Curved Bridges with Precast Segmental Pier Columns Considering Directionality of Multisupport Earthquake Motions

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012::page 04025198-1
    Author:
    Diao, Yu-Cheng
    ,
    Li, Chao
    ,
    Li, Hong-Nan
    DOI: 10.1061/JSENDH.STENG-14861
    Publisher: American Society of Civil Engineers
    Abstract: AbstractPrecast segmental pier columns (PSPCs) have been recently developed in the context of accelerated bridge construction. Although extensive studies have examined the seismic performance of bridges with PSPCs, research specifically focusing on curved ...
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      Seismic Fragility Analysis of Curved Bridges with Precast Segmental Pier Columns Considering Directionality of Multisupport Earthquake Motions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313407
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    • Journal of Structural Engineering

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    contributor authorDiao, Yu-Cheng
    contributor authorLi, Chao
    contributor authorLi, Hong-Nan
    date accessioned2026-08-20T12:22:27Z
    date available2026-08-20T12:22:27Z
    date copyright2025/09/17
    date issued2025
    identifier otherJSENDH.STENG-14861.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313407
    description abstractAbstractPrecast segmental pier columns (PSPCs) have been recently developed in the context of accelerated bridge construction. Although extensive studies have examined the seismic performance of bridges with PSPCs, research specifically focusing on curved ...
    publisherAmerican Society of Civil Engineers
    titleSeismic Fragility Analysis of Curved Bridges with Precast Segmental Pier Columns Considering Directionality of Multisupport Earthquake Motions
    typeJournal Article
    journal volume151
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14861
    journal fristpage04025198-1
    journal lastpage04025198-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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