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    Wind Effects on Dynamic Response of a Floating Roof in a Cylindrical Liquid Storage Tank

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 003::page 31307
    Author:
    Tetsuya Matsui
    ,
    Yasushi Uematsu
    ,
    Koji Kondo
    ,
    Takuo Wakasa
    ,
    Takashi Nagaya
    DOI: 10.1115/1.3121538
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic response of a floating roof in a cylindrical liquid storage tank under wind loads is investigated analytically. Wind tunnel test in a turbulent flow is carried out to measure the wind pressure distributing over the roof surface. The measured data for the wind pressure is then utilized to predict the dynamic response of the floating roof, which is idealized herein as an isotropic elastic plate of uniform stiffness and mass. The dynamic interaction between the liquid and the floating roof is taken into account exactly in numerical sense within the framework of linear potential theory. The numerical results are presented, which illustrate the significant effect of wind loads on the dynamic response of liquid-floating-roof system in a storage tank.
    keyword(s): Floating (Concrete) , Roofs , Wind , Storage , Dynamic response AND Wind pressure ,
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      Wind Effects on Dynamic Response of a Floating Roof in a Cylindrical Liquid Storage Tank

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    https://yetl.yabesh.ir/yetl1/handle/yetl/141806
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    contributor authorTetsuya Matsui
    contributor authorYasushi Uematsu
    contributor authorKoji Kondo
    contributor authorTakuo Wakasa
    contributor authorTakashi Nagaya
    date accessioned2017-05-09T00:35:06Z
    date available2017-05-09T00:35:06Z
    date copyrightJune, 2009
    date issued2009
    identifier issn0094-9930
    identifier otherJPVTAS-28510#031307_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/141806
    description abstractThe dynamic response of a floating roof in a cylindrical liquid storage tank under wind loads is investigated analytically. Wind tunnel test in a turbulent flow is carried out to measure the wind pressure distributing over the roof surface. The measured data for the wind pressure is then utilized to predict the dynamic response of the floating roof, which is idealized herein as an isotropic elastic plate of uniform stiffness and mass. The dynamic interaction between the liquid and the floating roof is taken into account exactly in numerical sense within the framework of linear potential theory. The numerical results are presented, which illustrate the significant effect of wind loads on the dynamic response of liquid-floating-roof system in a storage tank.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWind Effects on Dynamic Response of a Floating Roof in a Cylindrical Liquid Storage Tank
    typeJournal Paper
    journal volume131
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3121538
    journal fristpage31307
    identifier eissn1528-8978
    keywordsFloating (Concrete)
    keywordsRoofs
    keywordsWind
    keywordsStorage
    keywordsDynamic response AND Wind pressure
    treeJournal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 003
    contenttypeFulltext
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