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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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