contributor author | Thomas Sputo | |
contributor author | Duane S. Ellifritt | |
date accessioned | 2017-05-08T21:14:26Z | |
date available | 2017-05-08T21:14:26Z | |
date copyright | November 1991 | |
date issued | 1991 | |
identifier other | %28asce%290887-3828%281991%295%3A4%28251%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43949 | |
description abstract | Metal building systems are a common method of providing covered, enclosed space quickly at a competitive cost. Because of the system design approach, all components of the structure interact with each other to provide the required level of structural safety. Metal building systems are most vulnerable to collapse during erection, when all components are not yet installed. It is most important at this time to ensure that all bracing called for by the building manufacturer is properly installed. This paper reports on the collapse of a metal building system consisting of a 206 ft (62.8 m) span rigid frame during erection due to inadequately installed bracing, and explains proper erection procedure with regard to lateral bracing of the rigid frames. The circumstances of the collapse are discussed and recommendations are provided. | |
publisher | American Society of Civil Engineers | |
title | Collapse of Metal Building System during Erection | |
type | Journal Paper | |
journal volume | 5 | |
journal issue | 4 | |
journal title | Journal of Performance of Constructed Facilities | |
identifier doi | 10.1061/(ASCE)0887-3828(1991)5:4(251) | |
tree | Journal of Performance of Constructed Facilities:;1991:;Volume ( 005 ):;issue: 004 | |
contenttype | Fulltext | |