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dc.contributor.authorWang, Yiting
dc.contributor.authorWang, Xuefeng
dc.contributor.authorXu, Shengwen
dc.contributor.authorWang, Lei
dc.date.accessioned2019-02-28T11:06:20Z
dc.date.available2019-02-28T11:06:20Z
dc.date.copyright12/6/2017 12:00:00 AM
dc.date.issued2018
dc.identifier.issn0892-7219
dc.identifier.otheromae_140_03_031102.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4252726
dc.description.abstractMotion responses of moored very large floating structures (VLFSs) in coastal regions are remarkably influenced by shallow water, seabed topography, and mooring system, which were given particular focus in this paper. A three-dimensional (3D) numerical model of a moored semisubmersible single module (SMOD) was described, and time domain simulated and experimentally validated. A catenary-taut-hybrid mooring system was adopted considering coastal space limitations. Large-scale catenary mooring lines were deployed on the deep water side, while taut chains were used on the shore side to decrease the anchor radius. Although the mooring system may induce a stiffness difference between the two sides, the effectiveness of the mooring system was demonstrated by time-domain simulation and model tests. The moored semisubmersible SMOD in shallow water exhibits significant low frequency characteristics. Water depth, asymmetric stiffness, and bottom topography effects were investigated by a series of sensitivity studies. The results show that these factors play an important role in motion responses of the moored SMOD, which can further conduce to better understandings on the hydrodynamic of the semisubmersible-type VLFSs.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleMotion Responses of a Catenary-Taut-Hybrid Moored Single Module of a Semisubmersible Very Large Floating Structure in Multisloped Seabed
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue3
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4038501
dc.journal.fristpage31102
dc.journal.lastpage031102-11
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2018:;volume( 140 ):;issue: 003
dc.contenttypeFulltext


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