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dc.contributor.authorYin
dc.contributor.authorDecao
dc.date.accessioned2022-08-18T13:04:22Z
dc.date.available2022-08-18T13:04:22Z
dc.date.copyright5/10/2022 12:00:00 AM
dc.date.issued2022
dc.identifier.issn0892-7219
dc.identifier.otheromae_144_4_041905.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287382
dc.description.abstractDeepwater steel lazy wave risers (SLWR) subject to vessel motion will be exposed to time-varying oscillatory flow, vortices could be generated and the cyclic vortex-shedding force causes the structure vibrate, such fluid–structure interaction is called vortex-induced vibrations (VIV). To investigate VIV on a riser with nonlinear structures under vessel motion and oscillatory flows, time-domain approaches are needed. In this study, a time-domain approach is used to simulate a full-scale SLWR. Two cases with simplified riser top motions are simulated numerically. By using default input parameters to the time-domain approach, the key oscillatory flow induced VIV response characteristics such as response frequency, curvature, and displacements are examined and discussed. More accurate VIV prediction could be achieved by using realistic hydrodynamic inputs into the time domain model.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleHeave Motion Induced Vortex-Induced Vibrations of a Full-Scale Steel Lazy Wave Riser
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue4
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4054265
dc.journal.fristpage41905-1
dc.journal.lastpage41905-9
dc.page9
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2022:;volume( 144 ):;issue: 004
dc.contenttypeFulltext


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