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    Lessons from Hurricane Katrina Storm Surge on Bridges and Buildings

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author:
    Ian N. Robertson
    ,
    H. Ronald Riggs
    ,
    Solomon C. Yim
    ,
    Yin Lu Young
    DOI: 10.1061/(ASCE)0733-950X(2007)133:6(463)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Lessons from Hurricane Katrina Storm Surge on Bridges and Buildings

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41712
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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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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