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dc.contributor.authorMasciola, Marco
dc.contributor.authorNahon, Meyer
dc.contributor.authorDriscoll, Frederick
dc.date.accessioned2017-05-09T01:02:00Z
dc.date.available2017-05-09T01:02:00Z
dc.date.issued2013
dc.identifier.issn0892-7219
dc.identifier.otheromae_135_3_031901.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/152946
dc.description.abstractThis paper presents performance metrics that can be used to evaluate the response sensitivity of a tension leg platform (TLP) to its tendons. An uncoupled TLP model ignores the intrinsic dynamics and environmental loads on the cables by treating each tendon as an ideal massless spring. A coupled TLP system, in contrast, considers the effects of distributed mass and drag along the tendon. Under certain operating conditions, an uncoupled dynamics model can produce results comparable to its coupled counterpart. This paper defines the conditions under which it is acceptable to model a TLP tendon as a linear spring, as opposed to one that considers the cable dynamics. The analysis is performed in the frequency domain and, for generality, the results are nondimensionalized. The findings indicate that a more elaborate set of conditions than the platform–to–cable mass ratio must be satisfied for the two models to provide similar results. To conclude this study, two simulations are performed and compared against the performance metrics derived in this paper.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titlePreliminary Assessment of the Importance of Platform–Tendon Coupling in a Tension Leg Platform
dc.typeJournal Paper
dc.journal.volume135
dc.journal.issue3
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4023795
dc.journal.fristpage31901
dc.journal.lastpage31901
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003
dc.contenttypeFulltext


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