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    Performance of Wood-Frame Structures during Hurricane Katrina

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    Author:
    John W. van de Lindt
    ,
    Andrew Graettinger
    ,
    Rakesh Gupta
    ,
    Thomas Skaggs
    ,
    Steven Pryor
    ,
    Kenneth J. Fridley
    DOI: 10.1061/(ASCE)0887-3828(2007)21:2(108)
    Publisher: American Society of Civil Engineers
    Abstract: The costliest natural disaster in U.S. history was Hurricane Katrina, which made landfall on August 29, 2005 at 7:10 a.m. EDT (6:10 CDT, local time) in Plaquemines Parrish, La. Tragically, Katrina caused widespread damage and loss of life but also provided an opportunity to collect data on wood-frame construction which will be useful for design engineers and building code officials in order to design safer and stronger buildings in the future. The objective of this study was to gather and process perishable wind damage data on residential wood-frame structures in nonflooded regions of Mississippi that can be used by the research and design code development community to improve the performance of wood-frame structures to strong wind loading. This study consisted of 3 days of data acquisition of wind damage to wood-frame structures along the U.S. Gulf Coast and was funded by the National Science Foundation. A total of 27 case studies, ranging from entire subdivisions to individual wood-frame structures, were examined in detail. This paper presents both general and specific observations during data reconnaissance. It was generally found that most residential wood-frame construction in the regions inspected are built using conventional construction practices, when engineered or prescriptive construction should be used. The paper is divided into (1) structural; (2) nonstructural; and (3) general observations.
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      Performance of Wood-Frame Structures during Hurricane Katrina

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    contributor authorJohn W. van de Lindt
    contributor authorAndrew Graettinger
    contributor authorRakesh Gupta
    contributor authorThomas Skaggs
    contributor authorSteven Pryor
    contributor authorKenneth J. Fridley
    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%28108%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44482
    description abstractThe costliest natural disaster in U.S. history was Hurricane Katrina, which made landfall on August 29, 2005 at 7:10 a.m. EDT (6:10 CDT, local time) in Plaquemines Parrish, La. Tragically, Katrina caused widespread damage and loss of life but also provided an opportunity to collect data on wood-frame construction which will be useful for design engineers and building code officials in order to design safer and stronger buildings in the future. The objective of this study was to gather and process perishable wind damage data on residential wood-frame structures in nonflooded regions of Mississippi that can be used by the research and design code development community to improve the performance of wood-frame structures to strong wind loading. This study consisted of 3 days of data acquisition of wind damage to wood-frame structures along the U.S. Gulf Coast and was funded by the National Science Foundation. A total of 27 case studies, ranging from entire subdivisions to individual wood-frame structures, were examined in detail. This paper presents both general and specific observations during data reconnaissance. It was generally found that most residential wood-frame construction in the regions inspected are built using conventional construction practices, when engineered or prescriptive construction should be used. The paper is divided into (1) structural; (2) nonstructural; and (3) general observations.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Wood-Frame Structures during Hurricane Katrina
    typeJournal Paper
    journal volume21
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2007)21:2(108)
    treeJournal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    contenttypeFulltext
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