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contributor authorWei Sha
date accessioned2017-05-08T20:57:50Z
date available2017-05-08T20:57:50Z
date copyrightJanuary 2001
date issued2001
identifier other%28asce%290733-9445%282001%29127%3A1%2889%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33488
description abstractShallow floor structures have good inherent fire resistance. With no added protection to the steel section, their fire resistance rating is 1 h. However, when the bottom plate of such sections is exposed directly to fire, heat can be transferred along the steel to adjacent compartments. If the steel is also bare in the adjacent compartments, its temperature will increase. The extent of such a temperature increase is the subject of the present work. Computer modeling based on heat transfer theories has shown that without protection the temperature in bare steel sections in compartments adjacent to the fire may rise significantly to unacceptable levels. With some minimal fire protection for sections near the wall, any temperature rise is much reduced. Therefore, although shallow floor construction does not normally need fire protection, partial shielding at compartment corners is still required. The analysis is based on a previously developed heat transfer model.
publisherAmerican Society of Civil Engineers
titleHeat Transfer in Fire across a Wall in Shallow Floor Structure
typeJournal Paper
journal volume127
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2001)127:1(89)
treeJournal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001
contenttypeFulltext


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