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dc.contributor.authorH. Scott Norville
dc.contributor.authorEdward J. Conrath
dc.date.accessioned2017-05-08T21:22:11Z
dc.date.available2017-05-08T21:22:11Z
dc.date.copyrightSeptember 2006
dc.date.issued2006
dc.identifier.other%28asce%291076-0431%282006%2912%3A3%28129%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/48746
dc.description.abstractWhen blasts occur in urban areas, many injuries and sometimes deaths result when glass shards fly from windows fractured by airblast pressure. The use of blast-resistant glazing can mitigate the number and severity of glass-related injuries if blasts occur. In this paper, the writers present two methods to facilitate blast-resistant glazing design. One of these methods is primarily restricted to government facilities while the other exists in a consensus document for public use. Both of these methods rely on laminated glass as the blast-resistant glazing material. Both methods address all facets of blast-resistant glazing design, including attachment of the glazing to the framing members and an estimate of the forces necessary for designing framing members and connections.
dc.publisherAmerican Society of Civil Engineers
dc.titleBlast-Resistant Glazing Design
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue3
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)1076-0431(2006)12:3(129)
dc.treeJournal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003
dc.contenttypeFulltext


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