| dc.contributor.author | H. Scott Norville | |
| dc.contributor.author | Edward J. Conrath | |
| dc.date.accessioned | 2017-05-08T21:22:11Z | |
| dc.date.available | 2017-05-08T21:22:11Z | |
| dc.date.copyright | September 2006 | |
| dc.date.issued | 2006 | |
| dc.identifier.other | %28asce%291076-0431%282006%2912%3A3%28129%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/48746 | |
| dc.description.abstract | When 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.publisher | American Society of Civil Engineers | |
| dc.title | Blast-Resistant Glazing Design | |
| dc.type | Journal Paper | |
| dc.journal.volume | 12 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Architectural Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)1076-0431(2006)12:3(129) | |
| dc.tree | Journal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003 | |
| dc.contenttype | Fulltext | |