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contributor authorMasciola, Marco
contributor authorNahon, Meyer
contributor authorDriscoll, Frederick
date accessioned2017-05-09T01:02:00Z
date available2017-05-09T01:02:00Z
date issued2013
identifier issn0892-7219
identifier otheromae_135_3_031901.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152946
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.
publisherThe American Society of Mechanical Engineers (ASME)
titlePreliminary Assessment of the Importance of Platform–Tendon Coupling in a Tension Leg Platform
typeJournal Paper
journal volume135
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.4023795
journal fristpage31901
journal lastpage31901
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 003
contenttypeFulltext


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