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    Assessment of Offshore Platforms Under Subsidence—Part II: Analysis and Results

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 004::page 267
    Author:
    Alok K. Jha
    ,
    Omer K. Kiciman
    ,
    Joseph M. Gebara
    ,
    Bernhard Stahl
    ,
    Consulting Engineer
    ,
    Knut H. Dahl-Stamnes
    DOI: 10.1115/1.1313531
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An assessment of three offshore platforms in the Valhall field of the North Sea is described in this paper. Ultimate strength and reliability analyses were performed for the jacket-type platforms for four levels of sea floor subsidence. The nonlinear structural models of the platform elements, joints, and associated soil-structure interaction are summarized in a companion paper by Gebara et al., 2000, “Assessment of Offshore Platforms Under Subsidence—Part I: Approach,” ASME J. Offshore Mech. Arct. Eng., 122 , pp. 260–266. Similarly, environmental loads and reliability acceptance criteria are presented by Pawsey et al., 1998, “Characterization of Environmental Loads on Subsiding Offshore Platforms,” OMAE98, Lisbon, Portugal, and Stahl et al., 1998, “Acceptance Criteria for Offshore Platforms,” OMAE98, Lisbon, Portugal, respectively. This paper describes the procedures employed and results obtained for ultimate strength and reliability analysis. Ultimate platform strength was calculated using a pushover analysis in which environmental loads for increasingly rare events were applied incrementally until the platform failed. Failure was defined as formation of a limiting mechanism in the platform structure or foundation. Structural reliability analysis was performed to estimate the annual probability of platform failure as a function of subsidence level. The platform structural system was modeled in terms of two major subsystems that were assessed as likely to fail: (i) the platform deck, and (ii) the platform jacket and piles. Uncertainties were included in the loads, structural components, and soil strengths based on industry experience and data. First and second-order reliability methods (FORM/SORM) were used to estimate the annual failure probabilities. Consideration was given to the correlated nature of the failure modes due to the common environmental loads. The reliability results were compared with predefined acceptance criteria to judge the suitability of continued operations. [S0892-7219(00)00304-6]
    keyword(s): Waves , Failure , Stress , Offshore platforms , Probability , Mechanisms , Event history analysis , Tensile strength AND Reliability ,
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      Assessment of Offshore Platforms Under Subsidence—Part II: Analysis and Results

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    http://yetl.yabesh.ir/yetl1/handle/yetl/124132
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorAlok K. Jha
    contributor authorOmer K. Kiciman
    contributor authorJoseph M. Gebara
    contributor authorBernhard Stahl
    contributor authorConsulting Engineer
    contributor authorKnut H. Dahl-Stamnes
    date accessioned2017-05-09T00:03:05Z
    date available2017-05-09T00:03:05Z
    date copyrightNovember, 2000
    date issued2000
    identifier issn0892-7219
    identifier otherJMOEEX-28158#267_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124132
    description abstractAn assessment of three offshore platforms in the Valhall field of the North Sea is described in this paper. Ultimate strength and reliability analyses were performed for the jacket-type platforms for four levels of sea floor subsidence. The nonlinear structural models of the platform elements, joints, and associated soil-structure interaction are summarized in a companion paper by Gebara et al., 2000, “Assessment of Offshore Platforms Under Subsidence—Part I: Approach,” ASME J. Offshore Mech. Arct. Eng., 122 , pp. 260–266. Similarly, environmental loads and reliability acceptance criteria are presented by Pawsey et al., 1998, “Characterization of Environmental Loads on Subsiding Offshore Platforms,” OMAE98, Lisbon, Portugal, and Stahl et al., 1998, “Acceptance Criteria for Offshore Platforms,” OMAE98, Lisbon, Portugal, respectively. This paper describes the procedures employed and results obtained for ultimate strength and reliability analysis. Ultimate platform strength was calculated using a pushover analysis in which environmental loads for increasingly rare events were applied incrementally until the platform failed. Failure was defined as formation of a limiting mechanism in the platform structure or foundation. Structural reliability analysis was performed to estimate the annual probability of platform failure as a function of subsidence level. The platform structural system was modeled in terms of two major subsystems that were assessed as likely to fail: (i) the platform deck, and (ii) the platform jacket and piles. Uncertainties were included in the loads, structural components, and soil strengths based on industry experience and data. First and second-order reliability methods (FORM/SORM) were used to estimate the annual failure probabilities. Consideration was given to the correlated nature of the failure modes due to the common environmental loads. The reliability results were compared with predefined acceptance criteria to judge the suitability of continued operations. [S0892-7219(00)00304-6]
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAssessment of Offshore Platforms Under Subsidence—Part II: Analysis and Results
    typeJournal Paper
    journal volume122
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1313531
    journal fristpage267
    journal lastpage273
    identifier eissn1528-896X
    keywordsWaves
    keywordsFailure
    keywordsStress
    keywordsOffshore platforms
    keywordsProbability
    keywordsMechanisms
    keywordsEvent history analysis
    keywordsTensile strength AND Reliability
    treeJournal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 004
    contenttypeFulltext
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