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    Galloping Analysis for Two‐Degree‐of‐Freedom Oscillator

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    Author:
    Y. M. Desai
    ,
    A. H. Shah
    ,
    N. Popplewell
    DOI: 10.1061/(ASCE)0733-9399(1990)116:12(2583)
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive analysis is presented for the galloping of an oscillator that may vibrate both transversely and torsionally. Explicit solutions are given for the conditions needed to initiate galloping and also for the ensuing nonlinear periodic responses. Internal resonance as well as previously considered nonresonance responses are treated consistently by employing an averaging method. The usefulness and advantages of the analytical formulation are demonstrated by using square prismatic and bluff structural angle sections. Analytical predictions are verified by their close agreement with numerically integrated data from the original equations of motion. A variety of responses is shown to be possible for certain parameters. Moreover, it is demonstrated that the twist can be instrumental to galloping in plunge.
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      Galloping Analysis for Two‐Degree‐of‐Freedom Oscillator

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81597
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    contributor authorY. M. Desai
    contributor authorA. H. Shah
    contributor authorN. Popplewell
    date accessioned2017-05-08T22:29:59Z
    date available2017-05-08T22:29:59Z
    date copyrightDecember 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A12%282583%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81597
    description abstractA comprehensive analysis is presented for the galloping of an oscillator that may vibrate both transversely and torsionally. Explicit solutions are given for the conditions needed to initiate galloping and also for the ensuing nonlinear periodic responses. Internal resonance as well as previously considered nonresonance responses are treated consistently by employing an averaging method. The usefulness and advantages of the analytical formulation are demonstrated by using square prismatic and bluff structural angle sections. Analytical predictions are verified by their close agreement with numerically integrated data from the original equations of motion. A variety of responses is shown to be possible for certain parameters. Moreover, it is demonstrated that the twist can be instrumental to galloping in plunge.
    publisherAmerican Society of Civil Engineers
    titleGalloping Analysis for Two‐Degree‐of‐Freedom Oscillator
    typeJournal Paper
    journal volume116
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:12(2583)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    contenttypeFulltext
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