contributor author | Graeme Flint | |
contributor author | Asif Usmani | |
contributor author | Susan Lamont | |
contributor author | Barbara Lane | |
contributor author | Jose Torero | |
date accessioned | 2017-05-08T21:00:05Z | |
date available | 2017-05-08T21:00:05Z | |
date copyright | December 2007 | |
date issued | 2007 | |
identifier other | %28asce%290733-9445%282007%29133%3A12%281719%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34952 | |
description abstract | This paper reports on an investigation of the effects of fire on long span truss floor systems in a tall building environment. The effects of fire spread over multiple floors of a building are the focus of this research, especially where this may lead to progressive collapse. The results from an investigation of a two-dimensional model of a multistory office building analysis are presented. The model is representative of the type of construction used in the World Trade Center Towers 1 and 2. The local and global response of the model is described over the course of a concurrent fire on three floors reaching a peak compartment temperature of | |
publisher | American Society of Civil Engineers | |
title | Structural Response of Tall Buildings to Multiple Floor Fires | |
type | Journal Paper | |
journal volume | 133 | |
journal issue | 12 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(2007)133:12(1719) | |
tree | Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012 | |
contenttype | Fulltext | |