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contributor authorIan N. Robertson
contributor authorH. Ronald Riggs
contributor authorSolomon C. Yim
contributor authorYin Lu Young
date accessioned2017-05-08T21:10:48Z
date available2017-05-08T21:10:48Z
date copyrightNovember 2007
date issued2007
identifier other%28asce%290733-950x%282007%29133%3A6%28463%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41712
description abstractThe storm surge associated with Hurricane Katrina caused tremendous damage along the Gulf Coast in Louisiana, Mississippi, and Alabama. Similar damage was observed subsequent to the Indian Ocean tsunami of December 26, 2004. In order to gain a better understanding of the performance of engineered structures subjected to coastal inundation due to tsunami or hurricane storm surge, the writers surveyed damage to bridges, buildings, and other coastal infrastructure subsequent to Hurricane Katrina. Numerous lessons were learned from analysis of the observed damage, and these are reported herein. A number of structures experienced significant structural damage due to storm surge and wave action. Structural members submerged during the inundation were subjected to significant hydrostatic uplift forces due to buoyancy, enhanced by trapped air pockets, and to hydrodynamic uplift forces due to wave action. Any floating or mobile object in the nearshore/onshore areas can become floating debris, affecting structures in two ways: impact and water damming. Foundation soils and foundation systems are at risk from shear- and liquefaction-induced scour, unless designed appropriately.
publisherAmerican Society of Civil Engineers
titleLessons from Hurricane Katrina Storm Surge on Bridges and Buildings
typeJournal Paper
journal volume133
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2007)133:6(463)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 006
contenttypeFulltext


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