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    Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001::page 04023105-1
    Author:
    Ming Wang
    ,
    Haonan He
    ,
    Xiaozhen Li
    ,
    Cunming Ma
    ,
    Wanmin Ren
    ,
    Qiang Zhou
    DOI: 10.1061/JBENF2.BEENG-6118
    Publisher: ASCE
    Abstract: This study examined the influence of nonuniform wind fields in valleys on the dynamic responses of high-speed trains and long-span bridges. The wind field in a valley is considerably different from a theoretical uniform wind field in terms of mean and fluctuating wind characteristics because of the influence of the speed-up effect of crosswinds. The spatial nonuniformity of a valley wind field along a bridge span is equivalent to a “sudden change” load effect for running trains, which increases the complexity of the wind fields in the train–bridge system and may diminish the running performance of trains. To better understand the nonuniform characteristics of wind fields in valleys, a multipoint synchronous field measurement along the main girder of a long-span suspension bridge was conducted. Based on the measured wind field characteristics, a refined numerical wind field was established for conducting the coupling vibration analysis between train and bridge. It is shown that the valley induces an obvious nonuniformity in the mean wind speed, turbulence intensity, and turbulence integral along the bridge span. A higher mean wind speed and lower turbulence intensity occurs at the midspan of the main girder than at the two side spans. A refined numerical wind field can be established to identify the most unfavorable time for a train to cross the bridge from the perspective of the wind speed field experienced by the train. Compared with a uniform wind field, the nonuniform wind field has a more obvious effect on the lateral deformation of a bridge than on the vertical deformation. When a train crosses a bridge at an unfavorable time, the running safety of the train decreases, but the running comfort coefficient of the train is less affected. The limited influence of nonuniform crosswind on train-running comfort is caused by the difference of lateral bridge deformation between two wind fields.
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      Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4297258
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    • Journal of Bridge Engineering

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    contributor authorMing Wang
    contributor authorHaonan He
    contributor authorXiaozhen Li
    contributor authorCunming Ma
    contributor authorWanmin Ren
    contributor authorQiang Zhou
    date accessioned2024-04-27T22:41:12Z
    date available2024-04-27T22:41:12Z
    date issued2024/01/01
    identifier other10.1061-JBENF2.BEENG-6118.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297258
    description abstractThis study examined the influence of nonuniform wind fields in valleys on the dynamic responses of high-speed trains and long-span bridges. The wind field in a valley is considerably different from a theoretical uniform wind field in terms of mean and fluctuating wind characteristics because of the influence of the speed-up effect of crosswinds. The spatial nonuniformity of a valley wind field along a bridge span is equivalent to a “sudden change” load effect for running trains, which increases the complexity of the wind fields in the train–bridge system and may diminish the running performance of trains. To better understand the nonuniform characteristics of wind fields in valleys, a multipoint synchronous field measurement along the main girder of a long-span suspension bridge was conducted. Based on the measured wind field characteristics, a refined numerical wind field was established for conducting the coupling vibration analysis between train and bridge. It is shown that the valley induces an obvious nonuniformity in the mean wind speed, turbulence intensity, and turbulence integral along the bridge span. A higher mean wind speed and lower turbulence intensity occurs at the midspan of the main girder than at the two side spans. A refined numerical wind field can be established to identify the most unfavorable time for a train to cross the bridge from the perspective of the wind speed field experienced by the train. Compared with a uniform wind field, the nonuniform wind field has a more obvious effect on the lateral deformation of a bridge than on the vertical deformation. When a train crosses a bridge at an unfavorable time, the running safety of the train decreases, but the running comfort coefficient of the train is less affected. The limited influence of nonuniform crosswind on train-running comfort is caused by the difference of lateral bridge deformation between two wind fields.
    publisherASCE
    titleEffects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges
    typeJournal Article
    journal volume29
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-6118
    journal fristpage04023105-1
    journal lastpage04023105-16
    page16
    treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001
    contenttypeFulltext
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