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    Performance of Enhanced Residential Building Code Requirements during the March 25, 2015, Moore Tornado

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author:
    Chris Ramseyer
    ,
    Royce Floyd
    ,
    Lisa Holliday
    DOI: 10.1061/(ASCE)CF.1943-5509.0001070
    Publisher: American Society of Civil Engineers
    Abstract: An EF2 (Enhanced Fujita Scale Rating 2) tornado that hit the City of Moore, Oklahoma, on March 25, 2015, provided a rare opportunity for engineers to observe the performance of structures built to the new Moore building code high-wind provisions when subjected to a design-level event. Observations of damage to several residential structures and one commercial building were made in the immediate aftermath of the tornado. These observations were used to compare the performance of the engineered commercial building and residential structures in the same area. The conclusions made from the observations described in this paper are anecdotal and based on a limited amount of data, but indicate that residential structures constructed using the building code improvements made in Moore, Oklahoma, in 2014 perform as expected when subjected to the winds associated with an EF2 tornado. The robust structural system led to only minor damage, which could be quickly repaired.
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      Performance of Enhanced Residential Building Code Requirements during the March 25, 2015, Moore Tornado

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    contributor authorChris Ramseyer
    contributor authorRoyce Floyd
    contributor authorLisa Holliday
    date accessioned2017-12-30T12:59:26Z
    date available2017-12-30T12:59:26Z
    date issued2017
    identifier other%28ASCE%29CF.1943-5509.0001070.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244231
    description abstractAn EF2 (Enhanced Fujita Scale Rating 2) tornado that hit the City of Moore, Oklahoma, on March 25, 2015, provided a rare opportunity for engineers to observe the performance of structures built to the new Moore building code high-wind provisions when subjected to a design-level event. Observations of damage to several residential structures and one commercial building were made in the immediate aftermath of the tornado. These observations were used to compare the performance of the engineered commercial building and residential structures in the same area. The conclusions made from the observations described in this paper are anecdotal and based on a limited amount of data, but indicate that residential structures constructed using the building code improvements made in Moore, Oklahoma, in 2014 perform as expected when subjected to the winds associated with an EF2 tornado. The robust structural system led to only minor damage, which could be quickly repaired.
    publisherAmerican Society of Civil Engineers
    titlePerformance of Enhanced Residential Building Code Requirements during the March 25, 2015, Moore Tornado
    typeJournal Paper
    journal volume31
    journal issue5
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001070
    page04017087
    treeJournal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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