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    Coupled Surge-Heave Motions of a Moored System. I: Model Calibration and Parametric Study

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 006
    Author:
    Huan Lin
    ,
    Solomon C. Yim
    DOI: 10.1061/(ASCE)0733-9399(2006)132:6(671)
    Publisher: American Society of Civil Engineers
    Abstract: Model calibration and parametric studies of the coupled, complex surge-heave motions of a medium-scale experimental, nonlinear, submerged, moored structural system are presented here. The experimental system excited by periodic wave fields consists of a spherical buoy and attached multipoint mooring lines. Sources of nonlinearity include complex geometric restoring forces and coupled fluid–structure interaction exciting forces. The sphere moves mainly in a two-dimensional fashion [or two degrees of freedom (2DOF)] of surge and heave, with negligible pitch. Characteristic experimental results include harmonic, subharmonic, and superharmonic responses. As an extension of single-degree-of-freedom, independent-flow-field (IFF) models, a 2DOF, IFF model is derived and employed. Good agreement is shown between the analytical predictions and experimental results. Existence of complex nonlinear responses, including chaos and multiple coexisting steady states, are numerically identified when the coupling is strong and damping is light. Degree of complexity and nonlinearity of responses diminish with decreasing coupling and/or increasing damping.
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      Coupled Surge-Heave Motions of a Moored System. I: Model Calibration and Parametric Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86265
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    • Journal of Engineering Mechanics

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    contributor authorHuan Lin
    contributor authorSolomon C. Yim
    date accessioned2017-05-08T22:40:55Z
    date available2017-05-08T22:40:55Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A6%28671%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86265
    description abstractModel calibration and parametric studies of the coupled, complex surge-heave motions of a medium-scale experimental, nonlinear, submerged, moored structural system are presented here. The experimental system excited by periodic wave fields consists of a spherical buoy and attached multipoint mooring lines. Sources of nonlinearity include complex geometric restoring forces and coupled fluid–structure interaction exciting forces. The sphere moves mainly in a two-dimensional fashion [or two degrees of freedom (2DOF)] of surge and heave, with negligible pitch. Characteristic experimental results include harmonic, subharmonic, and superharmonic responses. As an extension of single-degree-of-freedom, independent-flow-field (IFF) models, a 2DOF, IFF model is derived and employed. Good agreement is shown between the analytical predictions and experimental results. Existence of complex nonlinear responses, including chaos and multiple coexisting steady states, are numerically identified when the coupling is strong and damping is light. Degree of complexity and nonlinearity of responses diminish with decreasing coupling and/or increasing damping.
    publisherAmerican Society of Civil Engineers
    titleCoupled Surge-Heave Motions of a Moored System. I: Model Calibration and Parametric Study
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:6(671)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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