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    Buckling of Oil Storage Tanks in SPPL Tank Farm During the 1979 Imperial Valley Earthquake

    Source: Journal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 002::page 249
    Author:
    C.-F. Shih
    ,
    C. D. Babcock
    DOI: 10.1115/1.3264904
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An oil storage tank that suffered damage during the 1979 Imperial Valley earthquake is studied using a laboratory model. The tank is unanchored and includes a floating roof. The tank is subjected to a single horizontal axis base excitation. Buckling is studied under both harmonic and simulated earthquake base motion. The model buckling results are in reasonable agreement with the field observations. It was also found that the floating roof has no effect on the buckling behavior. Comparison with the API design provisions shows that the empirical model used as the basis of the code for both tip-over and buckling have little resemblance to the actual tank behavior.
    keyword(s): Buckling , Earthquakes , Storage tanks , Roofs , Motion , Design AND American Petroleum Institute ,
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      Buckling of Oil Storage Tanks in SPPL Tank Farm During the 1979 Imperial Valley Earthquake

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/102939
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    • Journal of Pressure Vessel Technology

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    contributor authorC.-F. Shih
    contributor authorC. D. Babcock
    date accessioned2017-05-08T23:25:34Z
    date available2017-05-08T23:25:34Z
    date copyrightMay, 1987
    date issued1987
    identifier issn0094-9930
    identifier otherJPVTAS-28286#249_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102939
    description abstractAn oil storage tank that suffered damage during the 1979 Imperial Valley earthquake is studied using a laboratory model. The tank is unanchored and includes a floating roof. The tank is subjected to a single horizontal axis base excitation. Buckling is studied under both harmonic and simulated earthquake base motion. The model buckling results are in reasonable agreement with the field observations. It was also found that the floating roof has no effect on the buckling behavior. Comparison with the API design provisions shows that the empirical model used as the basis of the code for both tip-over and buckling have little resemblance to the actual tank behavior.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBuckling of Oil Storage Tanks in SPPL Tank Farm During the 1979 Imperial Valley Earthquake
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.3264904
    journal fristpage249
    journal lastpage255
    identifier eissn1528-8978
    keywordsBuckling
    keywordsEarthquakes
    keywordsStorage tanks
    keywordsRoofs
    keywordsMotion
    keywordsDesign AND American Petroleum Institute
    treeJournal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 002
    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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