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    Performance of Residential Shelters during the May 20, 2013, Tornado in Moore, Oklahoma

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author:
    Christine D. Standohar-Alfano
    ,
    Seamus Freyne
    ,
    Andrew J. Graettinger
    ,
    Royce W. Floyd
    ,
    Thang N. Dao
    DOI: 10.1061/(ASCE)CF.1943-5509.0000636
    Publisher: American Society of Civil Engineers
    Abstract: Residential shelter performance, in the aftermath of the devastating May 20, 2013, EF5 tornado that struck Moore, Oklahoma, was investigated by a reconnaissance team comprised of researchers from several universities. The team observed and documented 75 residential shelters along the tornado damage path and noted that the concept of shared shelter use was responsible for saving many lives. All belowground shelters performed well with no evidence of structural compromise or shelter breach from debris missiles; however, debris was occasionally observed blocking the opening of the garage slab residential shelters and flooding was also noted in a few cases. Although less common, the majority of above ground residential shelters observed were found in areas that experienced EF3–EF4 estimated wind speeds. In all cases but one, the above ground safe rooms performed well. A debris missile breach of an insulated concrete form (ICF) safe room was documented. While poor construction quality, specifically poor concrete consolidation in areas where plastic cross-ties held the form together, was found to be the major contributing factor in this failure, other factors such as safe room placement within the house and the type of missile (thin-walled steel square tubing) also contributed to this failure.
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      Performance of Residential Shelters during the May 20, 2013, Tornado in Moore, Oklahoma

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81029
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    contributor authorChristine D. Standohar-Alfano
    contributor authorSeamus Freyne
    contributor authorAndrew J. Graettinger
    contributor authorRoyce W. Floyd
    contributor authorThang N. Dao
    date accessioned2017-05-08T22:27:49Z
    date available2017-05-08T22:27:49Z
    date copyrightOctober 2015
    date issued2015
    identifier other45819219.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81029
    description abstractResidential shelter performance, in the aftermath of the devastating May 20, 2013, EF5 tornado that struck Moore, Oklahoma, was investigated by a reconnaissance team comprised of researchers from several universities. The team observed and documented 75 residential shelters along the tornado damage path and noted that the concept of shared shelter use was responsible for saving many lives. All belowground shelters performed well with no evidence of structural compromise or shelter breach from debris missiles; however, debris was occasionally observed blocking the opening of the garage slab residential shelters and flooding was also noted in a few cases. Although less common, the majority of above ground residential shelters observed were found in areas that experienced EF3–EF4 estimated wind speeds. In all cases but one, the above ground safe rooms performed well. A debris missile breach of an insulated concrete form (ICF) safe room was documented. While poor construction quality, specifically poor concrete consolidation in areas where plastic cross-ties held the form together, was found to be the major contributing factor in this failure, other factors such as safe room placement within the house and the type of missile (thin-walled steel square tubing) also contributed to this failure.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Residential Shelters during the May 20, 2013, Tornado in Moore, Oklahoma
    typeJournal Paper
    journal volume29
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0000636
    treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    contenttypeFulltext
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