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    Worldwide Calibration of API RP2A‐LRFD

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author:
    R. C. Turner
    ,
    C. P. Ellinas
    ,
    G. A. N. Thomas
    DOI: 10.1061/(ASCE)0733-950X(1994)120:5(423)
    Publisher: American Society of Civil Engineers
    Abstract: API RP2A‐LRFD (load and resistance factor design) has recently been approved by the American Petroleum Institute for the design of fixed offshore steel platforms. It is an alternative to the more familiar working stress version of RP2A, which has been used worldwide for many years; outside of American waters regional modifications are often applied. Through the load and resistance factors, the LRFD approach offers even greater opportunity to reflect regional differences in environmental conditions and design and operating practices. This paper describes the work undertaken to adapt LRFD for use in the North Sea. Sets of load factors have been calibrated for the in‐place design conditions to suit the North Sea climate and U.K. design practices using a reliability‐based calibration procedure. An alternative set of resistance factors for tubular joints have also been assessed, which lead to more consistent reliability.
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      Worldwide Calibration of API RP2A‐LRFD

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41055
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorR. C. Turner
    contributor authorC. P. Ellinas
    contributor authorG. A. N. Thomas
    date accessioned2017-05-08T21:09:48Z
    date available2017-05-08T21:09:48Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-950x%281994%29120%3A5%28423%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41055
    description abstractAPI RP2A‐LRFD (load and resistance factor design) has recently been approved by the American Petroleum Institute for the design of fixed offshore steel platforms. It is an alternative to the more familiar working stress version of RP2A, which has been used worldwide for many years; outside of American waters regional modifications are often applied. Through the load and resistance factors, the LRFD approach offers even greater opportunity to reflect regional differences in environmental conditions and design and operating practices. This paper describes the work undertaken to adapt LRFD for use in the North Sea. Sets of load factors have been calibrated for the in‐place design conditions to suit the North Sea climate and U.K. design practices using a reliability‐based calibration procedure. An alternative set of resistance factors for tubular joints have also been assessed, which lead to more consistent reliability.
    publisherAmerican Society of Civil Engineers
    titleWorldwide Calibration of API RP2A‐LRFD
    typeJournal Paper
    journal volume120
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1994)120:5(423)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 005
    contenttypeFulltext
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