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    Substantiated Risk Assessment of Jacket Structure

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    P. S. Tromans
    ,
    J. W. van de Graaf
    DOI: 10.1061/(ASCE)0733-950X(1994)120:6(535)
    Publisher: American Society of Civil Engineers
    Abstract: We demonstrate a rational approach to structural reliability based on state‐of‐the‐art models. The risk of failure was calculated for a jacket structure in the Gulf of Mexico subjected to environmental loading. This was done both for one particular extreme hurricane that the structure survived and also for long‐term loading. Statistics of extreme loads were generated from a hindcast study. The fluid loading was calculated using well‐validated theories for the kinematics of extreme random waves and currents. Nonlinear pushover analysis was used to evaluate the ultimate strength of the structure. The likelihood of structural failure was predicted by calculating the probability that the environmental load would exceed the resistance of the structure. Physical uncertainty in the extreme environmental load and the resistance of the structure were included. These results and those from a previous analysis of a damaged structure match well with observations, corroborating the approach and its wider application.
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      Substantiated Risk Assessment of Jacket Structure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41066
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorP. S. Tromans
    contributor authorJ. W. van de Graaf
    date accessioned2017-05-08T21:09:49Z
    date available2017-05-08T21:09:49Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A6%28535%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41066
    description abstractWe demonstrate a rational approach to structural reliability based on state‐of‐the‐art models. The risk of failure was calculated for a jacket structure in the Gulf of Mexico subjected to environmental loading. This was done both for one particular extreme hurricane that the structure survived and also for long‐term loading. Statistics of extreme loads were generated from a hindcast study. The fluid loading was calculated using well‐validated theories for the kinematics of extreme random waves and currents. Nonlinear pushover analysis was used to evaluate the ultimate strength of the structure. The likelihood of structural failure was predicted by calculating the probability that the environmental load would exceed the resistance of the structure. Physical uncertainty in the extreme environmental load and the resistance of the structure were included. These results and those from a previous analysis of a damaged structure match well with observations, corroborating the approach and its wider application.
    publisherAmerican Society of Civil Engineers
    titleSubstantiated Risk Assessment of Jacket Structure
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:6(535)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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