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dc.contributor.authorMin-Su Park
dc.contributor.authorWeoncheol Koo
dc.contributor.authorKenji Kawano
dc.date.accessioned2017-05-08T22:04:10Z
dc.date.available2017-05-08T22:04:10Z
dc.date.copyrightJuly 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000178.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70414
dc.description.abstractIn this study, a three-dimensional numerical model was developed based on a modal analysis and substructure method. The devised model was employed for an evaluation of the dynamic response of a bottom-mounted platform with a pile-soil foundation system that was subjected to random waves and currents. A two-dimensional numerical scheme with the Newmark
dc.publisherAmerican Society of Civil Engineers
dc.titleNumerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000133
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
dc.contenttypeFulltext


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