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    Assessment of Stiffening Type of the Cutout in Tubular Wind Turbine Towers Under Artificial Dynamic Wind Actions

    Source: Journal of Computational and Nonlinear Dynamics:;2015:;volume( 010 ):;issue: 004::page 41004
    Author:
    Dimopoulos, Christoforos A.
    ,
    Koulatsou, Konstantina
    ,
    Petrini, Francesco
    ,
    Gantes, Charis J.
    DOI: 10.1115/1.4028074
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effectiveness of alternative stiffening types of the cutout provided near the base of tubular steel wind turbine towers is assessed, taking into account the dynamic nature of wind loading. To that effect, artificial wind load time histories are first obtained using the public domain aeroelastic code FAST. Finite element models that have been previously validated by means of comparison with experimental results, are then used to carry out fully nonlinear dynamic analyses and compare strength and overall structural performance.
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      Assessment of Stiffening Type of the Cutout in Tubular Wind Turbine Towers Under Artificial Dynamic Wind Actions

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    https://yetl.yabesh.ir/yetl1/handle/yetl/157299
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    contributor authorDimopoulos, Christoforos A.
    contributor authorKoulatsou, Konstantina
    contributor authorPetrini, Francesco
    contributor authorGantes, Charis J.
    date accessioned2017-05-09T01:15:44Z
    date available2017-05-09T01:15:44Z
    date issued2015
    identifier issn1555-1415
    identifier othercnd_010_04_041004.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/157299
    description abstractThe effectiveness of alternative stiffening types of the cutout provided near the base of tubular steel wind turbine towers is assessed, taking into account the dynamic nature of wind loading. To that effect, artificial wind load time histories are first obtained using the public domain aeroelastic code FAST. Finite element models that have been previously validated by means of comparison with experimental results, are then used to carry out fully nonlinear dynamic analyses and compare strength and overall structural performance.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAssessment of Stiffening Type of the Cutout in Tubular Wind Turbine Towers Under Artificial Dynamic Wind Actions
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.4028074
    journal fristpage41004
    journal lastpage41004
    identifier eissn1555-1423
    treeJournal of Computational and Nonlinear Dynamics:;2015:;volume( 010 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian