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dc.contributor.authorEri Gavanski
dc.contributor.authorGregory A. Kopp
dc.date.accessioned2017-05-08T21:33:26Z
dc.date.available2017-05-08T21:33:26Z
dc.date.copyrightMarch 2011
dc.date.issued2011
dc.identifier.other%28asce%29ae%2E1943-5568%2E0000030.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/56033
dc.description.abstractThe glass failure prediction model has been used as a calculation method for the load resistance (LR) of glass specified in North American design codes. However, because of the technology available, this model has only been experimentally proven under ramp loading. The model also has several defects, which have been pointed out in recent years, some of which may originate from this insufficient experimental validation. Thanks to the newly developed technology at the University of Western Ontario, glass strength modeling was revisited with sufficient experimental results, including fluctuating wind loads of long time duration. In addition, the value of LR specified in the current North American design codes was examined in light of several assumed parameters used in its calculation.
dc.publisherAmerican Society of Civil Engineers
dc.titleExamination of Load Resistance in Window Glass Design
dc.typeJournal Paper
dc.journal.volume17
dc.journal.issue1
dc.journal.titleJournal of Architectural Engineering
dc.identifier.doi10.1061/(ASCE)AE.1943-5568.0000030
dc.treeJournal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 001
dc.contenttypeFulltext


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