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    Parametric Studies of Guyed Tower Platforms

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 003::page 228
    Author:
    D. G. Owen
    ,
    Y. J. Shi
    DOI: 10.1115/1.2919924
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A parametric study presented in this paper has investigated the interactions between structural properties and dynamic response for a guyed tower platform. The finite element method is introduced to simulate the guyed tower motion response under various environmental conditions. The structural parameters which could significantly influence the motion response are the objectives to be investigated. The topside weight, guyline restraints and P-Δ or B-Δ effects are the vital aspects. A number of model tests were conducted to support and verify the theoretical predictions. The analysis concluded that the guyline stiffness is the most important characteristic which determines the guyed tower motion response.
    keyword(s): Guyed towers , Motion , Guy wires , Weight (Mass) , Finite element methods , Mechanical properties , Dynamic response AND Stiffness ,
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      Parametric Studies of Guyed Tower Platforms

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/108972
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorD. G. Owen
    contributor authorY. J. Shi
    date accessioned2017-05-08T23:36:13Z
    date available2017-05-08T23:36:13Z
    date copyrightAugust, 1991
    date issued1991
    identifier issn0892-7219
    identifier otherJMOEEX-28076#228_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108972
    description abstractA parametric study presented in this paper has investigated the interactions between structural properties and dynamic response for a guyed tower platform. The finite element method is introduced to simulate the guyed tower motion response under various environmental conditions. The structural parameters which could significantly influence the motion response are the objectives to be investigated. The topside weight, guyline restraints and P-Δ or B-Δ effects are the vital aspects. A number of model tests were conducted to support and verify the theoretical predictions. The analysis concluded that the guyline stiffness is the most important characteristic which determines the guyed tower motion response.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleParametric Studies of Guyed Tower Platforms
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2919924
    journal fristpage228
    journal lastpage234
    identifier eissn1528-896X
    keywordsGuyed towers
    keywordsMotion
    keywordsGuy wires
    keywordsWeight (Mass)
    keywordsFinite element methods
    keywordsMechanical properties
    keywordsDynamic response AND Stiffness
    treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 003
    contenttypeFulltext
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