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dc.contributor.authorK. Imai
dc.contributor.authorY. Riho
dc.contributor.authorT. Matsumoto
dc.contributor.authorT. Takahashi
dc.contributor.authorK. Bando
dc.date.accessioned2017-05-08T23:25:22Z
dc.date.available2017-05-08T23:25:22Z
dc.date.copyrightNovember, 1987
dc.date.issued1987
dc.identifier.issn0892-7219
dc.identifier.otherJMOEEX-28045#320_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/102802
dc.description.abstractThe finite element method is applied to determine the wave forces and wave fields for various coastal and ocean structures. Wave diffraction and radiation problems are solved by the method. A special infinite element is implemented in a computer program to model an outer infinite sea area. The employed numerical examples are for a vertical breakwater, a gravity-type ocean platform and a floating rectangular caisson. All computed results are compared with ones from experiments and other numerical methods. As a result, it is concluded that the finite element method using infinite elements can give sufficient accuracy to be applicable to most practical structures in the ocean.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleWave Force Analysis by the Finite Element Method
dc.typeJournal Paper
dc.journal.volume109
dc.journal.issue4
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.3257027
dc.journal.fristpage320
dc.journal.lastpage326
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 004
dc.contenttypeFulltext


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