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    Heat Transfer in Fire across a Wall in Shallow Floor Structure

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author:
    Wei Sha
    DOI: 10.1061/(ASCE)0733-9445(2001)127:1(89)
    Publisher: American Society of Civil Engineers
    Abstract: Shallow 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.
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      Heat Transfer in Fire across a Wall in Shallow Floor Structure

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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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