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dc.contributor.authorAlexandros A.
dc.contributor.authorTaflanidis
dc.contributor.authorAndrew B.
dc.contributor.authorKennedy
dc.contributor.authorJoannes J.
dc.contributor.authorWesterink
dc.contributor.authorJane
dc.contributor.authorSmith
dc.contributor.authorKwok Fai
dc.contributor.authorCheung
dc.contributor.authorMark
dc.contributor.authorHope
dc.contributor.authorSeizo
dc.contributor.authorTanaka
dc.date.accessioned2017-05-08T22:04:18Z
dc.date.available2017-05-08T22:04:18Z
dc.date.copyrightMay 2013
dc.date.issued2013
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000225.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70462
dc.description.abstractA probabilistic framework is presented for evaluation of hurricane wave and surge risk with particular emphasis on real-time automated estimation for hurricanes approaching landfall. This framework has two fundamental components. The first is the development of a surrogate model for the rapid evaluation of hurricane waves, water levels, and run-up based on a small number of parameters describing each hurricane: hurricane landfall location and heading, central pressure, forward speed, and radius of maximum winds. This surrogate model is developed using a response surface methodology fed by information from hundreds of precomputed, high-resolution
dc.publisherAmerican Society of Civil Engineers
dc.titleRapid Assessment of Wave and Surge Risk during Landfalling Hurricanes: Probabilistic Approach
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000178
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2013:;Volume ( 139 ):;issue: 003
dc.contenttypeFulltext


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