2014
DOI: 10.1002/fam.2285
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Overall stability analysis of oversized steel‐framed buildings in a fire

Abstract: Summary Our present paper summarizes the shortcomings in the current fire‐resistant design of oversized steel structures and proposes a method for overall stability analysis of steel structures in the event of fire. The Fire Dynamics Simulator (FDS) software platform–based large‐eddy simulation technology can accurately reflect the environment in a fire scenario and correctly predict the spatial–temporal change in the smoke temperature field within an oversized space. Adopting the FDS software and finite eleme… Show more

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Cited by 3 publications
(3 citation statements)
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References 21 publications
(28 reference statements)
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“…Structural fire safety design mainly requires the study of the thermal environment caused by a fire, the heat transfer on components' surfaces, and the structural response to high temperatures. For steel structures, which are known to be vulnerable to fire, the peak can be around 600C degrees for fire-proof insulated components, and 1000C degrees for non-insulated components, which then collapse [5][6][7]. The measures taken for structural safety can also help to lock fire in one space and give the necessary time to evacuees.…”
Section: Introductionmentioning
confidence: 99%
“…Structural fire safety design mainly requires the study of the thermal environment caused by a fire, the heat transfer on components' surfaces, and the structural response to high temperatures. For steel structures, which are known to be vulnerable to fire, the peak can be around 600C degrees for fire-proof insulated components, and 1000C degrees for non-insulated components, which then collapse [5][6][7]. The measures taken for structural safety can also help to lock fire in one space and give the necessary time to evacuees.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, some crucial factors such as impact of local imperfections are still not fully recognised. In the result existing examples of such analysis are at the moment limited to just a few cases that have been recently described in [8], [12] and [13]. In this situation some further research is required.…”
Section: Introductionmentioning
confidence: 99%
“…[12], while forecast of fire spreading is given in [8]. Finally, issues related to the mechanical analysis of a whole structures or substructures under the fire action are presented in [13], [10] and [6].…”
Section: Introductionmentioning
confidence: 99%