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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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