Please use this identifier to cite or link to this item: https://doi.org/10.1007/978-3-642-14206-2_5
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dc.titleHydroelastic analysis and response of pontoon-type very large floating structures
dc.contributor.authorWang, C.M.
dc.contributor.authorTay, Z.Y.
dc.date.accessioned2014-06-19T05:50:07Z
dc.date.available2014-06-19T05:50:07Z
dc.date.issued2010
dc.identifier.citationWang, C.M.,Tay, Z.Y. (2010). Hydroelastic analysis and response of pontoon-type very large floating structures. Lecture Notes in Computational Science and Engineering 73 LNCSE : 103-130. ScholarBank@NUS Repository. <a href="https://doi.org/10.1007/978-3-642-14206-2_5" target="_blank">https://doi.org/10.1007/978-3-642-14206-2_5</a>
dc.identifier.isbn9783642142055
dc.identifier.issn14397358
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74200
dc.description.abstractPontoon-type very large floating structures (VLFS) are giant plates resting on the sea surface. As these structures have a large surface area and a relatively small depth, they behave elastically under wave action. This type of fluid-structure interaction has being termed hydroelasticity. Hydroelastic analysis is thus necessary to be carried out for VLFS designs in order to assess the dynamic motion and stresses due to wave action. This paper presents the mathematical formulation for the hydroelastic analysis of VLFS. Hydroelastic responses and mitigation methods in reducing the structural response are discussed using some example problems. © 2011 Springer.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1007/978-3-642-14206-2_5
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1007/978-3-642-14206-2_5
dc.description.sourcetitleLecture Notes in Computational Science and Engineering
dc.description.volume73 LNCSE
dc.description.page103-130
dc.identifier.isiutNOT_IN_WOS
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