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    Examination of Load Resistance in Window Glass Design

    Source: Journal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 001
    Author:
    Eri Gavanski
    ,
    Gregory A. Kopp
    DOI: 10.1061/(ASCE)AE.1943-5568.0000030
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Examination of Load Resistance in Window Glass Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56033
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    contributor authorEri Gavanski
    contributor authorGregory A. Kopp
    date accessioned2017-05-08T21:33:26Z
    date available2017-05-08T21:33:26Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29ae%2E1943-5568%2E0000030.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56033
    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.
    publisherAmerican Society of Civil Engineers
    titleExamination of Load Resistance in Window Glass Design
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000030
    treeJournal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 001
    contenttypeFulltext
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