Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65790
DC FieldValue
dc.titleMechanics of deep water plunging-wave impacts on vertical structures
dc.contributor.authorChan, E.-S.
dc.date.accessioned2014-06-17T08:20:41Z
dc.date.available2014-06-17T08:20:41Z
dc.date.issued1994-01
dc.identifier.citationChan, E.-S. (1994-01). Mechanics of deep water plunging-wave impacts on vertical structures. Coastal Engineering 22 (1-2) : 115-133. ScholarBank@NUS Repository.
dc.identifier.issn03783839
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65790
dc.description.abstractThe pressures resulting from a critical case of plunging-wave impact on a vertical wall are examined. A deep-water wave breaking condition, with the crest elevation about a fifth of the mean water depth, has been considered. Two distinct scales of the pressure time histories, a slowly varying (in the range of the wave period) component in the order of stagnation pressure and a transient impact component with much higher pressures, have been identified and correlated to the incident wave kinematics. It is found that impact pressures can be approximately decomposed into a primary component associated with the overall wave evolution and a component influenced by the trapped air dynamics. These characteristics are comparable to those observed in shallow water-wave impact studies. The loads at the zone of impact are also found to be comparable if the span of impact and the local incident wave kinematics are comparable. © 1994.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleCoastal Engineering
dc.description.volume22
dc.description.issue1-2
dc.description.page115-133
dc.description.codenCOEND
dc.identifier.isiutNOT_IN_WOS
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