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contributor authorAndrew T.
contributor authorTinsley
contributor authorEdwin G.
contributor authorBurdette
contributor authorDavid J.
contributor authorIcove
date accessioned2017-05-08T21:38:12Z
date available2017-05-08T21:38:12Z
date copyrightJune 2014
date issued2014
identifier other%28asce%29cf%2E1943-5509%2E0000455.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58048
description abstractCurrent methodologies of fire origin investigation have yet to include the structural deformations witnessed in steel buildings as a viable indicator of the area of fire origin. In this paper, the validity of using such a technique for fire investigation has been assessed. A series of full-scale burn tests was conducted to validate the proposed methodology. Although it did not turn out that the greatest magnitude of deflection was always indicative of the precise area of origin, the tests have shown that the deflections can be used as important indicators of the area of origin.
publisherAmerican Society of Civil Engineers
titleStructural Deformations as an Indicator of Fire Origin
typeJournal Paper
journal volume28
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000447
treeJournal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 003
contenttypeFulltext


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