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    Experimental Study of Metal Roof Decking Systems Subject to Tornado-Borne Debris Impact

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author:
    Cui Qihong;Liang Daan;Tanner Larry
    DOI: 10.1061/(ASCE)CF.1943-5509.0001202
    Publisher: American Society of Civil Engineers
    Abstract: Wind-borne debris is a major threat to the integrity of building envelope during hurricanes, tornadoes, and other high-wind events. This paper details the process and outcomes of a series of debris impact tests on different metal roof decking systems. The test assemblies were built with two deck types and two support types and impacted by wood missiles at different velocities and locations. The test protocol was consistent with the industry guidelines for safe rooms and storm shelters. Deformation of metal deck was increased with impact velocity, and impact locations farther away from support exhibited larger deformations. At lower impact velocities, assemblies with hollow steel sections (HSS) support tended to incur larger deformation than those with joist support at near-support locations but less deformation at away-from-support locations. To overcome the limitation of the experiment, future finite-element analysis studies are proposed to investigate a wider range of impact velocities and locations along with additional structural parameters of the metal roof decking system.
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      Experimental Study of Metal Roof Decking Systems Subject to Tornado-Borne Debris Impact

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    contributor authorCui Qihong;Liang Daan;Tanner Larry
    date accessioned2019-02-26T07:39:16Z
    date available2019-02-26T07:39:16Z
    date issued2018
    identifier other%28ASCE%29CF.1943-5509.0001202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248523
    description abstractWind-borne debris is a major threat to the integrity of building envelope during hurricanes, tornadoes, and other high-wind events. This paper details the process and outcomes of a series of debris impact tests on different metal roof decking systems. The test assemblies were built with two deck types and two support types and impacted by wood missiles at different velocities and locations. The test protocol was consistent with the industry guidelines for safe rooms and storm shelters. Deformation of metal deck was increased with impact velocity, and impact locations farther away from support exhibited larger deformations. At lower impact velocities, assemblies with hollow steel sections (HSS) support tended to incur larger deformation than those with joist support at near-support locations but less deformation at away-from-support locations. To overcome the limitation of the experiment, future finite-element analysis studies are proposed to investigate a wider range of impact velocities and locations along with additional structural parameters of the metal roof decking system.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Metal Roof Decking Systems Subject to Tornado-Borne Debris Impact
    typeJournal Paper
    journal volume32
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001202
    page4018056
    treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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