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contributor authorGraeme Flint
contributor authorAsif Usmani
contributor authorSusan Lamont
contributor authorBarbara Lane
contributor authorJose Torero
date accessioned2017-05-08T21:00:05Z
date available2017-05-08T21:00:05Z
date copyrightDecember 2007
date issued2007
identifier other%28asce%290733-9445%282007%29133%3A12%281719%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34952
description abstractThis 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
publisherAmerican Society of Civil Engineers
titleStructural Response of Tall Buildings to Multiple Floor Fires
typeJournal Paper
journal volume133
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2007)133:12(1719)
treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 012
contenttypeFulltext


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