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    Design Criteria for Glass Cladding Subjected to Wind Loads

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Emil Simiu
    ,
    Erik M. Hendrickson
    DOI: 10.1061/(ASCE)0733-9445(1987)113:3(501)
    Publisher: American Society of Civil Engineers
    Abstract: The safety and cost of glass cladding facades subjected to wind loads depend upon the criteria used for their design. These criteria specify the design wind loads and the allowable panel loads. The present paper reviews the following: (1) the evolution in recent years of methods for the estimation and specification of design wind loads for building facades; (2) recent developments concerning the estimation and specification of allowable loads for glass cladding panels, and controversies surrounding these developments; and (3) recent developments in structural reliability as applied to glass cladding, which allow rational decisions to be made concerning the adoption of satisfactory design criteria specifying both design wind loads and allowable panel loads. It is shown that, in view of recent changes in methods for estimating design wind loads and allowable panel loads, it would be imprudent or wasteful to adopt a standard specifying allowable panel loads without giving due consideration to the overall reliability aspects of the cladding glass design problem. Comments are offered concerning the development of such a standard.
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      Design Criteria for Glass Cladding Subjected to Wind Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30005
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    • Journal of Structural Engineering

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    contributor authorEmil Simiu
    contributor authorErik M. Hendrickson
    date accessioned2017-05-08T20:52:22Z
    date available2017-05-08T20:52:22Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A3%28501%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30005
    description abstractThe safety and cost of glass cladding facades subjected to wind loads depend upon the criteria used for their design. These criteria specify the design wind loads and the allowable panel loads. The present paper reviews the following: (1) the evolution in recent years of methods for the estimation and specification of design wind loads for building facades; (2) recent developments concerning the estimation and specification of allowable loads for glass cladding panels, and controversies surrounding these developments; and (3) recent developments in structural reliability as applied to glass cladding, which allow rational decisions to be made concerning the adoption of satisfactory design criteria specifying both design wind loads and allowable panel loads. It is shown that, in view of recent changes in methods for estimating design wind loads and allowable panel loads, it would be imprudent or wasteful to adopt a standard specifying allowable panel loads without giving due consideration to the overall reliability aspects of the cladding glass design problem. Comments are offered concerning the development of such a standard.
    publisherAmerican Society of Civil Engineers
    titleDesign Criteria for Glass Cladding Subjected to Wind Loads
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:3(501)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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