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    Mechanism of Hanger Oscillation at Suspension Bridges: Buffeting-Induced Resonance

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author:
    Z. T. Zhang
    ,
    X. B. Wu
    ,
    Z. Q. Chen
    ,
    Y. J. Ge
    DOI: 10.1061/(ASCE)BE.1943-5592.0000834
    Publisher: American Society of Civil Engineers
    Abstract: This article presents the results of an investigation of the wind-induced resonance of hangers on a long-span suspension bridge. The data from field observations, numerical simulations, and wind tunnel experiments presented in this article show that the hangers experience buffeting-induced resonance oscillations and that the source of the excitation is the buffeting of the main cables to which the hangers are attached. Because of the dense natural frequencies of the main cables and the broad-spectrum structural buffeting that takes place, it appears that these oscillations occur as energy is transferred from the main cables to the hangers. Hence, it is the main cables rather than the hangers that trap energy from the oncoming turbulent wind field. The numerical results presented indicate that the resonance of the hangers could be sensitive to positions along the bridge deck, wind speeds, and damping ratios. This article also includes the results of simplified wind tunnel experiments that verified this kind of resonance, disregarding whether the wind loads developed directly on the hanger.
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      Mechanism of Hanger Oscillation at Suspension Bridges: Buffeting-Induced Resonance

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4245157
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    • Journal of Bridge Engineering

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    contributor authorZ. T. Zhang
    contributor authorX. B. Wu
    contributor authorZ. Q. Chen
    contributor authorY. J. Ge
    date accessioned2017-12-30T13:03:34Z
    date available2017-12-30T13:03:34Z
    date issued2016
    identifier other%28ASCE%29BE.1943-5592.0000834.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245157
    description abstractThis article presents the results of an investigation of the wind-induced resonance of hangers on a long-span suspension bridge. The data from field observations, numerical simulations, and wind tunnel experiments presented in this article show that the hangers experience buffeting-induced resonance oscillations and that the source of the excitation is the buffeting of the main cables to which the hangers are attached. Because of the dense natural frequencies of the main cables and the broad-spectrum structural buffeting that takes place, it appears that these oscillations occur as energy is transferred from the main cables to the hangers. Hence, it is the main cables rather than the hangers that trap energy from the oncoming turbulent wind field. The numerical results presented indicate that the resonance of the hangers could be sensitive to positions along the bridge deck, wind speeds, and damping ratios. This article also includes the results of simplified wind tunnel experiments that verified this kind of resonance, disregarding whether the wind loads developed directly on the hanger.
    publisherAmerican Society of Civil Engineers
    titleMechanism of Hanger Oscillation at Suspension Bridges: Buffeting-Induced Resonance
    typeJournal Paper
    journal volume21
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000834
    page04015066
    treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian