Temperature development in steel members exposed to localized fire in large enclosure

Author:

Guo-wei Zhang,Guo-qing Zhu,Li-li Huang

Publisher

Elsevier BV

Subject

Public Health, Environmental and Occupational Health,Safety Research,Safety, Risk, Reliability and Quality

Reference21 articles.

1. Turbulent ceiling-jet induced by large-scale fires;Alpert;Combustion Science and Technology,1975

2. Heating calculations of structural steel members;Barnard;J Struct Div ASCE,1976

3. Beyler, C.L., 2002. Fire hazard calculations for large, open hydrocarbon fires. In: DiNenno, P.J. (Ed.), SFPE Handbook of Fire Protection Engineering. National Fire Protection Association, Quincy, MA. pp. 3-268-3-310.

4. CEN, 2005. EN 1993-1-2. Eurocade 3: design of steel structures—Part 1–2: general rules-structural fire design.

5. A simplified approach for predicting temperature profile in steel members with locally damaged fire protection;Dwaikat;Fire Technology,2012

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