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    Methodology for Assessing Reliability of Tension Leg Platform Tethers

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 009
    Author:
    H. Banon
    ,
    S. J. Harding
    DOI: 10.1061/(ASCE)0733-9445(1989)115:9(2243)
    Publisher: American Society of Civil Engineers
    Abstract: The tension leg platform (TLP) is a large, floating offshore platform for producing oil and gas in deep water. The TLP is moored to the ocean floor by vertical tethers. Loads in the tethers have several components that are timevariant and non‐Gaussian. Therefore, conventional methods of reliability analysis typically applied to fixed offshore platforms are not applicable to TLP tethers. This paper presents a method for probabilistic combination of time‐variant (Gaussian and non‐Gaussian) and time‐invariant tether load components. The procedure is applied to a Gulf of Mexico TLP design where the environmental hazard is due to hurricane events. Two modes of failure are considered for the TLP tethers: (1) The maximum lifetime tension exceeds the yield load; and (2) the minimum lifetime tension is less than zero, i.e., the tethers experience the loss of tension. The resulting TLP tether reliability is compared to the calculated reliability of conventional fixed offshore platforms, which form the basis of industry experience.
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      Methodology for Assessing Reliability of Tension Leg Platform Tethers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30670
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    contributor authorH. Banon
    contributor authorS. J. Harding
    date accessioned2017-05-08T20:53:28Z
    date available2017-05-08T20:53:28Z
    date copyrightSeptember 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A9%282243%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30670
    description abstractThe tension leg platform (TLP) is a large, floating offshore platform for producing oil and gas in deep water. The TLP is moored to the ocean floor by vertical tethers. Loads in the tethers have several components that are timevariant and non‐Gaussian. Therefore, conventional methods of reliability analysis typically applied to fixed offshore platforms are not applicable to TLP tethers. This paper presents a method for probabilistic combination of time‐variant (Gaussian and non‐Gaussian) and time‐invariant tether load components. The procedure is applied to a Gulf of Mexico TLP design where the environmental hazard is due to hurricane events. Two modes of failure are considered for the TLP tethers: (1) The maximum lifetime tension exceeds the yield load; and (2) the minimum lifetime tension is less than zero, i.e., the tethers experience the loss of tension. The resulting TLP tether reliability is compared to the calculated reliability of conventional fixed offshore platforms, which form the basis of industry experience.
    publisherAmerican Society of Civil Engineers
    titleMethodology for Assessing Reliability of Tension Leg Platform Tethers
    typeJournal Paper
    journal volume115
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:9(2243)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 009
    contenttypeFulltext
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