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contributor authorLongbin Tao
contributor authorKay Yeong Lim
contributor authorKrish Thiagarajan
date accessioned2017-05-09T00:14:05Z
date available2017-05-09T00:14:05Z
date copyrightFebruary, 2004
date issued2004
identifier issn0892-7219
identifier otherJMOEEX-28226#90_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/130642
description abstractSpar platforms with cylindrical shape and constant cross-section area may experience resonant heave motions in sea states with long peak periods, which are probably excessive for riser integrity due to its low damping and relatively low natural heave period. Changes to hull shape and cross-section that produce more benign heave behavior were discussed by some researchers in the past. In this study, the viscous damping of spar structures is explicitly calculated, and incorporated to the potential solution. It is concluded that the heave resonant response can be considerably reduced by alternative hull shapes via increased damping mechanism and the natural heave period being kept outside the range of the wave energy.
publisherThe American Society of Mechanical Engineers (ASME)
titleHeave Response of Classic Spar With Variable Geometry
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.1643085
journal fristpage90
journal lastpage95
identifier eissn1528-896X
keywordsDamping
keywordsGeometry
keywordsShapes
keywordsSpar platforms
keywordsHull
keywordsMotion
keywordsForce AND Waves
treeJournal of Offshore Mechanics and Arctic Engineering:;2004:;volume( 126 ):;issue: 001
contenttypeFulltext


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