YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Implications of Tendon Modeling on Nonlinear Response of TLP

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author:
    Basim B. Mekha
    ,
    C. Philip Johnson
    ,
    Jose M. Roesset
    DOI: 10.1061/(ASCE)0733-9445(1996)122:2(142)
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the implication of the tendon modeling on the global response of tension leg platforms (TLPs) in general, and on the surge motion (low-frequency response) and the limits of the tendon forces (high-frequency response) in particular. The tendons are modeled as massless elastic springs connected to the hull or as flexural beam elements with mass and hydrodynamic forces. For the latter, a complete nonlinear large-displacement coupled analysis is performed. The TLP studied is subjected to regular waves with various heights and periods in different water depths. Among other conclusions, the results show that while the simple elastic spring modeling of the tendons with constant lateral stiffness is satisfactory in computing the surge response (horizontal motion) amplitude, the hydrodynamic forces on the tendons are very important in accurately predicting the surge mean value (offset). The hull setdown (vertical displacement associated with the horizontal motion) also significantly affects the tendon forces, particularly for not very deep water.
    • Download: (944.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Implications of Tendon Modeling on Nonlinear Response of TLP

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/32393
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorBasim B. Mekha
    contributor authorC. Philip Johnson
    contributor authorJose M. Roesset
    date accessioned2017-05-08T20:56:11Z
    date available2017-05-08T20:56:11Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A2%28142%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32393
    description abstractThis paper studies the implication of the tendon modeling on the global response of tension leg platforms (TLPs) in general, and on the surge motion (low-frequency response) and the limits of the tendon forces (high-frequency response) in particular. The tendons are modeled as massless elastic springs connected to the hull or as flexural beam elements with mass and hydrodynamic forces. For the latter, a complete nonlinear large-displacement coupled analysis is performed. The TLP studied is subjected to regular waves with various heights and periods in different water depths. Among other conclusions, the results show that while the simple elastic spring modeling of the tendons with constant lateral stiffness is satisfactory in computing the surge response (horizontal motion) amplitude, the hydrodynamic forces on the tendons are very important in accurately predicting the surge mean value (offset). The hull setdown (vertical displacement associated with the horizontal motion) also significantly affects the tendon forces, particularly for not very deep water.
    publisherAmerican Society of Civil Engineers
    titleImplications of Tendon Modeling on Nonlinear Response of TLP
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:2(142)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian