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    Equivalent Nonlinear Spring for Catenary Moorings

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Karl Fehrenkamp
    ,
    James R. Morgan
    ,
    James K. Nelson
    DOI: 10.1061/(ASCE)0733-9445(1984)110:10(2541)
    Publisher: American Society of Civil Engineers
    Abstract: A deepwater application for catenary mooring systems is on guyed tower oil production platforms. The restraint provided by the mooring system is nonlinear, but an equivalent nonlinear spring can be used to simplify the dynamic analysis of such structures. The development of such a spring is presented. It was found that the coefficients were constant with water depth and therefore can be presented as design charts; there would be one chart for each mooring geometry.
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      Equivalent Nonlinear Spring for Catenary Moorings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29145
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    contributor authorKarl Fehrenkamp
    contributor authorJames R. Morgan
    contributor authorJames K. Nelson
    date accessioned2017-05-08T20:50:55Z
    date available2017-05-08T20:50:55Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A10%282541%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29145
    description abstractA deepwater application for catenary mooring systems is on guyed tower oil production platforms. The restraint provided by the mooring system is nonlinear, but an equivalent nonlinear spring can be used to simplify the dynamic analysis of such structures. The development of such a spring is presented. It was found that the coefficients were constant with water depth and therefore can be presented as design charts; there would be one chart for each mooring geometry.
    publisherAmerican Society of Civil Engineers
    titleEquivalent Nonlinear Spring for Catenary Moorings
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:10(2541)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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