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dc.contributor.authorRini, N.
dc.contributor.authorKurian, V.
dc.contributor.authorLiew, M.
dc.contributor.authorWhyte, Andrew
dc.date.accessioned2017-04-28T13:57:08Z
dc.date.available2017-04-28T13:57:08Z
dc.date.created2017-04-28T09:06:04Z
dc.date.issued2016
dc.identifier.citationRini, N. and Kurian, V. and Liew, M. and Whyte, A. 2016. Coupled analysis for the effect of wave height on FPSO motions, pp. 69-74.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/52012
dc.description.abstract

© 2016 Taylor & Francis Group, London.Fully coupled time domain analysis is performed to study the effect of wave height on FPSO motions. The turret-moored FPSO used in the OTRC experimental studies were made use of to investigate the FPSO motion patterns. The study was conducted by varying the significant wave height for a particular peak period. The peak period ranges from 5-25 seconds, where the wave frequency response is significant. The results show significant variation in the horizontal and vertical motions of the FPSO, which are discussed in this paper. The results can be employed to ensure the safety and operability of the FPSO by predicting the FPSO motions where the sea state varies considerably.

dc.titleCoupled analysis for the effect of wave height on FPSO motions
dc.typeConference Paper
dcterms.source.startPage69
dcterms.source.endPage74
dcterms.source.titleEngineering Challenges for Sustainable Future - Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016
dcterms.source.seriesEngineering Challenges for Sustainable Future - Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016
dcterms.source.isbn9781138029781
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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