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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65579
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dc.titleExtreme wave action on large horizontal cylinders located above still water level
dc.contributor.authorChan, Eng-Soon
dc.date.accessioned2014-06-17T08:18:21Z
dc.date.available2014-06-17T08:18:21Z
dc.date.issued1994-03
dc.identifier.citationChan, Eng-Soon (1994-03). Extreme wave action on large horizontal cylinders located above still water level. International Journal of Offshore and Polar Engineering 4 (1) : 23-29. ScholarBank@NUS Repository.
dc.identifier.issn10535381
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65579
dc.description.abstractThis paper presents the results of an experimental study of plunging wave action on a large horizontal cylinder in the splash zone. Impact pressers are found to range from localized impulsive pressure with time scales in the range of 0.001 T to synchronous low-frequency pressure oscillations with oscillation time scales around 0.01T (T being the characteristic wave period). Overall, the incident wave profile trajectory and the entrapped air are found to influence the impact load significantly.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Offshore and Polar Engineering
dc.description.volume4
dc.description.issue1
dc.description.page23-29
dc.description.codenIOPEE
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

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