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    Nonlinear Behavior of Articulated Tower in Random Sea

    Source: Journal of Manufacturing Science and Engineering:;1991:;volume( 113 ):;issue: 002::page 238
    Author:
    A. K. Jain
    ,
    T. K. Datta
    DOI: 10.1115/1.2899685
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An iterative frequency domain method for determining the response of articulated towers to first order wave and current induced forces is presented. The application of the method is illustrated with the help of an idealized articulated tower. The iterative method duly considers the nonlinearities produced due to relative velocity squared drag force, large displacement effect, and variable added mass and buoyancy. The proposed method obtains the nonlinear random response in an efficient manner using fast fourier transform techniques. Using the proposed analysis a parametric study is conducted to investigate the response behavior of the tower to wave and current induced forces.
    keyword(s): Force , Buoyancy , Drag (Fluid dynamics) , Waves , Displacement , Fast Fourier transforms , Iterative methods AND Seas ,
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      Nonlinear Behavior of Articulated Tower in Random Sea

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    http://yetl.yabesh.ir/yetl1/handle/yetl/108847
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    contributor authorA. K. Jain
    contributor authorT. K. Datta
    date accessioned2017-05-08T23:36:03Z
    date available2017-05-08T23:36:03Z
    date copyrightMay, 1991
    date issued1991
    identifier issn1087-1357
    identifier otherJMSEFK-27749#238_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108847
    description abstractAn iterative frequency domain method for determining the response of articulated towers to first order wave and current induced forces is presented. The application of the method is illustrated with the help of an idealized articulated tower. The iterative method duly considers the nonlinearities produced due to relative velocity squared drag force, large displacement effect, and variable added mass and buoyancy. The proposed method obtains the nonlinear random response in an efficient manner using fast fourier transform techniques. Using the proposed analysis a parametric study is conducted to investigate the response behavior of the tower to wave and current induced forces.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Behavior of Articulated Tower in Random Sea
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.2899685
    journal fristpage238
    journal lastpage241
    identifier eissn1528-8935
    keywordsForce
    keywordsBuoyancy
    keywordsDrag (Fluid dynamics)
    keywordsWaves
    keywordsDisplacement
    keywordsFast Fourier transforms
    keywordsIterative methods AND Seas
    treeJournal of Manufacturing Science and Engineering:;1991:;volume( 113 ):;issue: 002
    contenttypeFulltext
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