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    Effect of Temporary Barriers on the Vortex-Induced Vibration Performance of a Long-Span Bridge during Maintenance Periods

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 004::page 04026010-1
    Author:
    Ma, Weimeng
    ,
    Huang, Zhiwen
    ,
    Liao, Yuan
    ,
    Wang, Chaoqun
    ,
    Hua, Xugang
    ,
    Chen, Zhengqing
    DOI: 10.1061/JBENF2.BEENG-7669
    Publisher: American Society of Civil Engineers
    Abstract: Abstract During maintenance of an in-service long-span bridge, temporary barriers (TBs) are often employed on the deck for construction isolation, which will change the aerodynamic profile of the bridge girder and potentially cause large-amplitude vortex-...
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      Effect of Temporary Barriers on the Vortex-Induced Vibration Performance of a Long-Span Bridge during Maintenance Periods

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4314319
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    • Journal of Bridge Engineering

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    contributor authorMa, Weimeng
    contributor authorHuang, Zhiwen
    contributor authorLiao, Yuan
    contributor authorWang, Chaoqun
    contributor authorHua, Xugang
    contributor authorChen, Zhengqing
    date accessioned2026-08-20T21:20:45Z
    date available2026-08-20T21:20:45Z
    date copyright2026/02/09
    date issued2026
    identifier otherJBENF2.BEENG-7669.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314319
    description abstractAbstract During maintenance of an in-service long-span bridge, temporary barriers (TBs) are often employed on the deck for construction isolation, which will change the aerodynamic profile of the bridge girder and potentially cause large-amplitude vortex-...
    publisherAmerican Society of Civil Engineers
    titleEffect of Temporary Barriers on the Vortex-Induced Vibration Performance of a Long-Span Bridge during Maintenance Periods
    typeJournal Article
    journal volume31
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7669
    journal fristpage04026010-1
    journal lastpage04026010-21
    page21
    treeJournal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 004
    contenttypeFulltext
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