contributor author | Nathan D. Kaiser | |
contributor author | Richard A. Behr | |
contributor author | Joseph E. Minor | |
contributor author | Lokeswarappa R. Dharani | |
contributor author | Fangsheng Ji | |
contributor author | Paul A. Kremer | |
date accessioned | 2017-05-08T21:21:55Z | |
date available | 2017-05-08T21:21:55Z | |
date copyright | March 2000 | |
date issued | 2000 | |
identifier other | %28asce%291076-0431%282000%296%3A1%2824%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48592 | |
description abstract | Experimental 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 | |
publisher | American Society of Civil Engineers | |
title | Impact Resistance of Laminated Glass Using “Sacrificial Ply” Design Concept | |
type | Journal Paper | |
journal volume | 6 | |
journal issue | 1 | |
journal title | Journal of Architectural Engineering | |
identifier doi | 10.1061/(ASCE)1076-0431(2000)6:1(24) | |
tree | Journal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 001 | |
contenttype | Fulltext | |