Comparative analysis of tripod offshore structure

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dc.contributor.authorGücüyen, E
dc.contributor.authorYigit, ME
dc.contributor.authorErdem, RT
dc.contributor.authorGökkus, U
dc.date.accessioned2024-07-18T11:40:02Z
dc.date.available2024-07-18T11:40:02Z
dc.description.abstractMarine structures are nowadays used in a variety of ways. The analysis of a tripod-type offshore structure sixty m in total height is performed in this study. In addition to operation-related loads, the structure is also under the effect of wind and wave loads. While the Eurocode velocity profile is used to calculate wind forces, the Airy wave velocity profile is utilized to determine wave forces. The model is created by a finite elements analysis program, and is composed of fluid and structural parts. The interaction of the parts is ensured by Coupled Eulerian Lagrangian (CEL) technique.
dc.identifier.issn0350-2465
dc.identifier.other1333-9095
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/2104
dc.language.isoEnglish
dc.publisherCROATIAN SOC CIVIL ENGINEERS-HSGI
dc.subjectWIND TURBINE
dc.subjectDYNAMIC-RESPONSE
dc.subjectFOUNDATIONS
dc.subjectMONOPILE
dc.subjectBEHAVIOR
dc.subjectDESIGN
dc.subjectMODEL
dc.titleComparative analysis of tripod offshore structure
dc.typeArticle

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