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    Three-Directional Fluid Pool Seismic Sloshing Analysis

    Source: Journal of Pressure Vessel Technology:;1981:;volume( 103 ):;issue: 001::page 10
    Author:
    T. F. Li
    ,
    C. C. Lin
    ,
    C. H. Luk
    DOI: 10.1115/1.3263358
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Liquid sloshing in pool due to three-directional earthquake ground motion is analyzed. The liquid pool is represented by a rigid annular circular cylindrical tank. Analytical and numerical solutions are presented and their limitations are discussed. For a given seismic ground excitation time-history, the free surface and the pressure and velocity fields in the pool are calculated by superposition of modal responses. The results show that container vertical acceleration is of secondary importance in determining the free surface displacement, but has a major effect on the pressure load on the container boundary.
    keyword(s): Fluids , Sloshing , Pressure , Containers , Motion , Stress , Displacement AND Earthquakes ,
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      Three-Directional Fluid Pool Seismic Sloshing Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/95049
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    • Journal of Pressure Vessel Technology

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    contributor authorT. F. Li
    contributor authorC. C. Lin
    contributor authorC. H. Luk
    date accessioned2017-05-08T23:11:58Z
    date available2017-05-08T23:11:58Z
    date copyrightFebruary, 1981
    date issued1981
    identifier issn0094-9930
    identifier otherJPVTAS-28194#10_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95049
    description abstractLiquid sloshing in pool due to three-directional earthquake ground motion is analyzed. The liquid pool is represented by a rigid annular circular cylindrical tank. Analytical and numerical solutions are presented and their limitations are discussed. For a given seismic ground excitation time-history, the free surface and the pressure and velocity fields in the pool are calculated by superposition of modal responses. The results show that container vertical acceleration is of secondary importance in determining the free surface displacement, but has a major effect on the pressure load on the container boundary.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThree-Directional Fluid Pool Seismic Sloshing Analysis
    typeJournal Paper
    journal volume103
    journal issue1
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3263358
    journal fristpage10
    journal lastpage15
    identifier eissn1528-8978
    keywordsFluids
    keywordsSloshing
    keywordsPressure
    keywordsContainers
    keywordsMotion
    keywordsStress
    keywordsDisplacement AND Earthquakes
    treeJournal of Pressure Vessel Technology:;1981:;volume( 103 ):;issue: 001
    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
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