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dc.contributor.authorBachynski, Erin E.
dc.contributor.authorKvittem, Marit I.
dc.contributor.authorLuan, Chenyu
dc.contributor.authorMoan, Torgeir
dc.date.accessioned2017-05-09T01:11:49Z
dc.date.available2017-05-09T01:11:49Z
dc.date.issued2014
dc.identifier.issn0892-7219
dc.identifier.otheromae_136_04_041902.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/156089
dc.description.abstractThe dynamic responses of a spar, tension leg platform (TLP), and two semisubmersible floating wind turbines (FWTs) in selected misaligned wind and wave conditions are investigated using numerical simulation with an aerohydroservoelastic computational tool. For a range of representative operational conditions, the platform motions and shortterm fatigue damage in the tower base and tower top are examined. Although some misalignment conditions result in increased motions both parallel and perpendicular to the wave direction, aligned wind and waves cause the largest shortterm tower base fatigue damage for the studied platforms and conditions. Several factors which lead to larger fatigue damage for certain platforms in particular conditions are identified, such as tower resonance due to the 3p blade passing frequency in low wind speeds; surge and pitch motions, particularly in the wave frequency range; and the variations in firstorder hydrodynamic loads due to wave direction. A semisubmersible platform with large displacement suffers the least damage at the base of the tower.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleWind Wave Misalignment Effects on Floating Wind Turbines: Motions and Tower Load Effects
dc.typeJournal Paper
dc.journal.volume136
dc.journal.issue4
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4028028
dc.journal.fristpage41902
dc.journal.lastpage41902
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 004
dc.contenttypeFulltext


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