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contributor authorNathan D. Kaiser
contributor authorRichard A. Behr
contributor authorJoseph E. Minor
contributor authorLokeswarappa R. Dharani
contributor authorFangsheng Ji
contributor authorPaul A. Kremer
date accessioned2017-05-08T21:21:55Z
date available2017-05-08T21:21:55Z
date copyrightMarch 2000
date issued2000
identifier other%28asce%291076-0431%282000%296%3A1%2824%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48592
description abstractExperimental results of low velocity, small steel ball impact tests on laminated architectural glass units are presented. These tests are part of an ongoing effort to develop a design method for laminated architectural glass units to resist windborne debris from sources such as roof gravel, as required in several current and proposed U.S. building codes and standards. A design concept known as “sacrificial ply” permits the exterior-facing, outer glass ply of a laminated glass unit to fracture during windborne debris impacts, but prevents fracture of the inner glass ply. This concept also depends on an inner glass ply designed to resist lateral wind pressures for the remainder of the windstorm so that the integrity of the building envelope is preserved. In these experiments, inner and outer glass ply thicknesses and polyvinyl butyral interlayer thickness were varied to determine their effects on the impact resistance of the
publisherAmerican Society of Civil Engineers
titleImpact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept
typeJournal Paper
journal volume6
journal issue1
journal titleJournal of Architectural Engineering
identifier doi10.1061/(ASCE)1076-0431(2000)6:1(24)
treeJournal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 001
contenttypeFulltext


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