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    Observations of Structural Damage Caused by Hurricane Katrina on the Mississippi Gulf Coast

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    Author:
    Christopher D. Eamon
    ,
    Patrick Fitzpatrick
    ,
    Dennis D. Truax
    DOI: 10.1061/(ASCE)0887-3828(2007)21:2(117)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Observations of Structural Damage Caused by Hurricane Katrina on the Mississippi Gulf Coast

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/44483
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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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