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    Structural Response Analysis of Tension Leg Platforms

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001::page 10
    Author:
    K. Yoshida
    ,
    N. Oka
    ,
    M. Ozaki
    DOI: 10.1115/1.3231005
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A linear response analysis method of the tension leg platform (TLP) subjected to regular waves is proposed. In this analysis method, flexibility of the superstructure can be taken into account in the equations of motion; response motions, tension variations of tendons and structural member forces are solved simultaneously. The applicability of this method is confirmed by comparison with the test results on two kinds of small-scale TLP models. The structural responses obtained from these calculations and their effects on tension variation of tendons are studied. Finally, several kinds of structural response characteristics are conclusively discussed.
    keyword(s): Tension-leg platforms , Structural response analysis , Tendons , Tension , Force , Plasticity , Motion , Waves AND Equations of motion ,
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      Structural Response Analysis of Tension Leg Platforms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/98326
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    • Journal of Energy Resources Technology

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    contributor authorK. Yoshida
    contributor authorN. Oka
    contributor authorM. Ozaki
    date accessioned2017-05-08T23:17:37Z
    date available2017-05-08T23:17:37Z
    date copyrightMarch, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26396#10_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98326
    description abstractA linear response analysis method of the tension leg platform (TLP) subjected to regular waves is proposed. In this analysis method, flexibility of the superstructure can be taken into account in the equations of motion; response motions, tension variations of tendons and structural member forces are solved simultaneously. The applicability of this method is confirmed by comparison with the test results on two kinds of small-scale TLP models. The structural responses obtained from these calculations and their effects on tension variation of tendons are studied. Finally, several kinds of structural response characteristics are conclusively discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStructural Response Analysis of Tension Leg Platforms
    typeJournal Paper
    journal volume106
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231005
    journal fristpage10
    journal lastpage17
    identifier eissn1528-8994
    keywordsTension-leg platforms
    keywordsStructural response analysis
    keywordsTendons
    keywordsTension
    keywordsForce
    keywordsPlasticity
    keywordsMotion
    keywordsWaves AND Equations of motion
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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