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    Turbulent Wind and Tension Leg Platform Surge

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    Emil Simiu
    ,
    Stefan D. Leigh
    DOI: 10.1061/(ASCE)0733-9445(1984)110:4(785)
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is presented for estimating surge response to turbulent wind in the presence of current and waves. The procedure accounts for the nonlinearity of the hydrodynamic forces with respect to surge and for the coupling of aerodynamic and hydrodynamic effects. It is shown that current wind spectra do not model correctly the wind speed fluctuations at very low frequencies and an alternative model of the wind spectrum, whose ordinate at the origin is consistent with fundamental principles, is presented. The equation of surge motion under turbulent wind in the presence of current and waves is solved for typical tension leg platforms, and it is shown that under extreme wave conditions the damping provided by the hydrodynamic forces precludes the occurrence of significant wind‐induced resonant amplification effects even if the drag coefficient in the Morison equation is very small (e.g.,
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      Turbulent Wind and Tension Leg Platform Surge

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29262
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    contributor authorEmil Simiu
    contributor authorStefan D. Leigh
    date accessioned2017-05-08T20:51:08Z
    date available2017-05-08T20:51:08Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A4%28785%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29262
    description abstractA procedure is presented for estimating surge response to turbulent wind in the presence of current and waves. The procedure accounts for the nonlinearity of the hydrodynamic forces with respect to surge and for the coupling of aerodynamic and hydrodynamic effects. It is shown that current wind spectra do not model correctly the wind speed fluctuations at very low frequencies and an alternative model of the wind spectrum, whose ordinate at the origin is consistent with fundamental principles, is presented. The equation of surge motion under turbulent wind in the presence of current and waves is solved for typical tension leg platforms, and it is shown that under extreme wave conditions the damping provided by the hydrodynamic forces precludes the occurrence of significant wind‐induced resonant amplification effects even if the drag coefficient in the Morison equation is very small (e.g.,
    publisherAmerican Society of Civil Engineers
    titleTurbulent Wind and Tension Leg Platform Surge
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:4(785)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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