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    Three‐Degree‐of‐Freedom Model for Galloping. Part I: Formulation

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 012
    Author:
    P. Yu
    ,
    Y. M. Desai
    ,
    A. H. Shah
    ,
    N. Popplewell
    DOI: 10.1061/(ASCE)0733-9399(1993)119:12(2404)
    Publisher: American Society of Civil Engineers
    Abstract: A three‐degree‐of‐freedom model is developed to comprehensively describe and predict different galloping behavior observed on a single iced, electrical transmission line. Interactions are accommodated between a line's plunge, twist, and swing in the along‐wind direction. Eccentricity of the cross section is also considered and the longitudinal static stiffnesses of adjacent spans are included. The initiating conditions for galloping are derived in closed form. For the parameters causing galloping, perturbation techniques are employed to derive the governing bifurcation equations under the assumption of a weak nonlinearity. A total of 10 (one nonresonant and nine internal resonant) plausible cases are considered. Two different time averaging approaches are used for different cases to simplify the algebra in deriving the explicit solutions. Aerodynamic effects are incorporated in the structural stiffness matrix to improve accuracy and to extend the range of application of the perturbation. A robust criterion is developed to assess the reliability of the solutions. Explicit periodic and quasiperiodic states and their stability conditions are computed in a companion paper.
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      Three‐Degree‐of‐Freedom Model for Galloping. Part I: Formulation

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/83829
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    • Journal of Engineering Mechanics

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    contributor authorP. Yu
    contributor authorY. M. Desai
    contributor authorA. H. Shah
    contributor authorN. Popplewell
    date accessioned2017-05-08T22:36:52Z
    date available2017-05-08T22:36:52Z
    date copyrightDecember 1993
    date issued1993
    identifier other%28asce%290733-9399%281993%29119%3A12%282404%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83829
    description abstractA three‐degree‐of‐freedom model is developed to comprehensively describe and predict different galloping behavior observed on a single iced, electrical transmission line. Interactions are accommodated between a line's plunge, twist, and swing in the along‐wind direction. Eccentricity of the cross section is also considered and the longitudinal static stiffnesses of adjacent spans are included. The initiating conditions for galloping are derived in closed form. For the parameters causing galloping, perturbation techniques are employed to derive the governing bifurcation equations under the assumption of a weak nonlinearity. A total of 10 (one nonresonant and nine internal resonant) plausible cases are considered. Two different time averaging approaches are used for different cases to simplify the algebra in deriving the explicit solutions. Aerodynamic effects are incorporated in the structural stiffness matrix to improve accuracy and to extend the range of application of the perturbation. A robust criterion is developed to assess the reliability of the solutions. Explicit periodic and quasiperiodic states and their stability conditions are computed in a companion paper.
    publisherAmerican Society of Civil Engineers
    titleThree‐Degree‐of‐Freedom Model for Galloping. Part I: Formulation
    typeJournal Paper
    journal volume119
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1993)119:12(2404)
    treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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