Method to Determine the Probability of Failure for Annealed Monolithic Window Glass Loaded with a Uniform Wind Load

dc.contributor.author	Stephen M.
dc.contributor.author	Morse
dc.contributor.author	H. Scott
dc.contributor.author	Norville
dc.date.accessioned	2017-05-08T21:33:34Z
dc.date.available	2017-05-08T21:33:34Z
dc.date.copyright	March 2014
dc.date.issued	2014
dc.identifier.other	%28asce%29ae%2E1943-5568%2E0000128.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/56129
dc.description.abstract	ASTM E1300-09 uses a glass failure prediction model (GFPM) to quantify the probability that a critical surface flaw with a certain location and orientation will initiate a facture in the glass for a given lite geometry and uniform design load. The nonfactored load charts in ASTM E1300-09 are calibrated to a GFPM probability of breakage of
dc.publisher	American Society of Civil Engineers
dc.title	Method to Determine the Probability of Failure for Annealed Monolithic Window Glass Loaded with a Uniform Wind Load
dc.type	Journal Paper
dc.journal.volume	20
dc.journal.issue	1
dc.journal.title	Journal of Architectural Engineering
dc.identifier.doi	10.1061/(ASCE)AE.1943-5568.0000128
dc.tree	Journal of Architectural Engineering:;2014:;Volume ( 020 ):;issue: 001
dc.contenttype	Fulltext