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contributor authorChristopher D. Eamon
contributor authorPatrick Fitzpatrick
contributor authorDennis D. Truax
date accessioned2017-05-08T21:15:19Z
date available2017-05-08T21:15:19Z
date copyrightApril 2007
date issued2007
identifier other%28asce%290887-3828%282007%2921%3A2%28117%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44483
description abstractThe loads associated with Hurricane Katrina led to the destruction or severe damage of approximately 130,000 homes and over 200 deaths in the state of Mississippi. This paper discusses the results of a field inspection of structural damage along the state’s Gulf Coast area caused by this hurricane. It was found that reinforced concrete, steel frame, and heavy timber structures generally performed well, with minimal structural damage. Precast concrete, light frame wood, and bridge structures generally performed poorly. Nonstructural components of all building types, in particular facades and interior partitions subjected to storm surge, were typically destroyed. For various structures, the primary cause of failure was found to be insufficient connection strength. A comparison of Katrina’s storm surge and wind loads is made to those specified in current design standards. It was found that Katrina’s forces exceeded those specified in design standards in many parts of the state.
publisherAmerican Society of Civil Engineers
titleObservations of Structural Damage Caused by Hurricane Katrina on the Mississippi Gulf Coast
typeJournal Paper
journal volume21
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(2007)21:2(117)
treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
contenttypeFulltext


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