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    Global Structural Loads Induced by Abnormal Waves and Design Storms on a FPSO

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 002::page 21005
    Author:
    Nuno Fonseca
    ,
    Ricardo Pascoal
    ,
    C. Guedes Soares
    DOI: 10.1115/1.2779334
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The structural loads on a floating production, storage, and offloading platform induced by a large set of realistic (measured) abnormal waves are compared with the loads induced by “design storms” and also with the minimum values required by Classification Society rules. The design storms have a duration of 3h and correspond to the 100yr contour of the scatter diagram of the Northern North Sea. Time domain simulations are performed with a time domain seakeeping program that accounts for the most important nonlinear effects. The results are analyzed to obtain probability distributions of the sagging and hogging peaks of the vertical bending moment. Several theoretical distributions are fitted to the simulated realizations.
    keyword(s): Stress , Waves , Design , FPSO , Storms AND Seas ,
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      Global Structural Loads Induced by Abnormal Waves and Design Storms on a FPSO

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/139130
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorNuno Fonseca
    contributor authorRicardo Pascoal
    contributor authorC. Guedes Soares
    date accessioned2017-05-09T00:30:07Z
    date available2017-05-09T00:30:07Z
    date copyrightMay, 2008
    date issued2008
    identifier issn0892-7219
    identifier otherJMOEEX-28328#021005_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/139130
    description abstractThe structural loads on a floating production, storage, and offloading platform induced by a large set of realistic (measured) abnormal waves are compared with the loads induced by “design storms” and also with the minimum values required by Classification Society rules. The design storms have a duration of 3h and correspond to the 100yr contour of the scatter diagram of the Northern North Sea. Time domain simulations are performed with a time domain seakeeping program that accounts for the most important nonlinear effects. The results are analyzed to obtain probability distributions of the sagging and hogging peaks of the vertical bending moment. Several theoretical distributions are fitted to the simulated realizations.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleGlobal Structural Loads Induced by Abnormal Waves and Design Storms on a FPSO
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2779334
    journal fristpage21005
    identifier eissn1528-896X
    keywordsStress
    keywordsWaves
    keywordsDesign
    keywordsFPSO
    keywordsStorms AND Seas
    treeJournal of Offshore Mechanics and Arctic Engineering:;2008:;volume( 130 ):;issue: 002
    contenttypeFulltext
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