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    Wave-in-Deck Forces on Offshore Platforms

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;issue: 001::page 10
    Author:
    R. G. Bea
    ,
    R. Iversen
    ,
    T. Xu
    DOI: 10.1115/1.1342160
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The extreme condition storm wave crest heights for many older platforms indicate that there would be “green water” in the lower decks. The API guidelines to determine wave forces acting on the decks of these platforms indicate that most platforms cannot survive such loadings. The decks must either be removed or the decks raised to clear the specified wave crests. A variety of laboratory tests have been performed to address this problem. Several approaches have been developed to compute the wave crest loadings and the responses of the platforms to the loadings. There have been many instances in which platforms have experienced significant wave loadings in their lower decks during hurricanes. Some of these platforms have survived and some have failed. This paper summarizes results from a study of laboratory test results and the performance of platforms in the Gulf of Mexico that have survived and failed during hurricane wave loadings in their decks. Modifications to the API deck wave force guidelines are discussed and validated with laboratory test data and platform field performance during hurricanes.
    keyword(s): Force , Waves , American Petroleum Institute AND Water ,
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      Wave-in-Deck Forces on Offshore Platforms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/125695
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorR. G. Bea
    contributor authorR. Iversen
    contributor authorT. Xu
    date accessioned2017-05-09T00:05:41Z
    date available2017-05-09T00:05:41Z
    date copyrightFebruary, 2001
    date issued2001
    identifier issn0892-7219
    identifier otherJMOEEX-28163#10_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/125695
    description abstractThe extreme condition storm wave crest heights for many older platforms indicate that there would be “green water” in the lower decks. The API guidelines to determine wave forces acting on the decks of these platforms indicate that most platforms cannot survive such loadings. The decks must either be removed or the decks raised to clear the specified wave crests. A variety of laboratory tests have been performed to address this problem. Several approaches have been developed to compute the wave crest loadings and the responses of the platforms to the loadings. There have been many instances in which platforms have experienced significant wave loadings in their lower decks during hurricanes. Some of these platforms have survived and some have failed. This paper summarizes results from a study of laboratory test results and the performance of platforms in the Gulf of Mexico that have survived and failed during hurricane wave loadings in their decks. Modifications to the API deck wave force guidelines are discussed and validated with laboratory test data and platform field performance during hurricanes.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWave-in-Deck Forces on Offshore Platforms
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1342160
    journal fristpage10
    journal lastpage21
    identifier eissn1528-896X
    keywordsForce
    keywordsWaves
    keywordsAmerican Petroleum Institute AND Water
    treeJournal of Offshore Mechanics and Arctic Engineering:;2001:;volume( 123 ):;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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