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    Performance and Repair Design of Stay Cables with Rain/Wind-Induced Vibrations

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006
    Author:
    Scott Witthoft
    ,
    Keith Kesner
    ,
    Randall W. Poston
    DOI: 10.1061/(ASCE)0887-3828(2008)22:6(364)
    Publisher: American Society of Civil Engineers
    Abstract: The results of a multifaceted investigation into large-amplitude vibrations of bridge stay cables are presented. The vibration of the stay cables occurred under light rain and wind conditions, and resulted in low-frequency, large-amplitude oscillations having recorded displacements of over
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      Performance and Repair Design of Stay Cables with Rain/Wind-Induced Vibrations

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44587
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    • Journal of Performance of Constructed Facilities

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    contributor authorScott Witthoft
    contributor authorKeith Kesner
    contributor authorRandall W. Poston
    date accessioned2017-05-08T21:15:26Z
    date available2017-05-08T21:15:26Z
    date copyrightDecember 2008
    date issued2008
    identifier other%28asce%290887-3828%282008%2922%3A6%28364%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44587
    description abstractThe results of a multifaceted investigation into large-amplitude vibrations of bridge stay cables are presented. The vibration of the stay cables occurred under light rain and wind conditions, and resulted in low-frequency, large-amplitude oscillations having recorded displacements of over
    publisherAmerican Society of Civil Engineers
    titlePerformance and Repair Design of Stay Cables with Rain/Wind-Induced Vibrations
    typeJournal Paper
    journal volume22
    journal issue6
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2008)22:6(364)
    treeJournal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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