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    Dynamic Analysis of Deep Water Tension Leg Platforms Under Random Waves

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 004::page 41605
    Author:
    R. Jayalekshmi
    ,
    R. Sundaravadivelu
    ,
    V. G. Idichandy
    DOI: 10.1115/1.4001432
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of tether-riser dynamics on the response characteristics of deep water tension leg platforms in water depths 900 m and 1800 m under random waves is investigated using a developed nonlinear finite element analysis program in the time-domain. Updated Lagrangian coordinates and incremental iterative solution based on Newmark’s integration scheme are adopted. Linear wave theory is used. Relative velocity form of Morison’s equation is used for estimating the wave forces. Current forces are also included in the analysis. Results are reported in the form of statistical values of responses. The statistical values of responses are found to increase with water depth and significant increase is observed when risers are included.
    keyword(s): Waves , Dynamic analysis , Pipeline risers , Water , Tension-leg platforms , Force , Wave forces , Velocity AND Drag (Fluid dynamics) ,
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      Dynamic Analysis of Deep Water Tension Leg Platforms Under Random Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/144577
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorR. Jayalekshmi
    contributor authorR. Sundaravadivelu
    contributor authorV. G. Idichandy
    date accessioned2017-05-09T00:40:19Z
    date available2017-05-09T00:40:19Z
    date copyrightNovember, 2010
    date issued2010
    identifier issn0892-7219
    identifier otherJMOEEX-28366#041605_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/144577
    description abstractThe effect of tether-riser dynamics on the response characteristics of deep water tension leg platforms in water depths 900 m and 1800 m under random waves is investigated using a developed nonlinear finite element analysis program in the time-domain. Updated Lagrangian coordinates and incremental iterative solution based on Newmark’s integration scheme are adopted. Linear wave theory is used. Relative velocity form of Morison’s equation is used for estimating the wave forces. Current forces are also included in the analysis. Results are reported in the form of statistical values of responses. The statistical values of responses are found to increase with water depth and significant increase is observed when risers are included.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Analysis of Deep Water Tension Leg Platforms Under Random Waves
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.4001432
    journal fristpage41605
    identifier eissn1528-896X
    keywordsWaves
    keywordsDynamic analysis
    keywordsPipeline risers
    keywordsWater
    keywordsTension-leg platforms
    keywordsForce
    keywordsWave forces
    keywordsVelocity AND Drag (Fluid dynamics)
    treeJournal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 004
    contenttypeFulltext
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