FIRE DESIGN OF STEEL STRUCTURES ACCORDING TO EN 1993-1-2
DOI:
https://doi.org/10.24867/16CG04IvancevicKeywords:
Fire Design, Standard time-temperature curves, PyroSimAbstract
This document presents the fire analysis of steel structure girders by analytical models of fire action in the form of a standard fire curve in accordance with the provisions od the Eurocode standard. Also, using numerical methods and the PyroSim program in which the real development of fire is presented, a parametric analysis of the load-bearing steel structure on the effect of fire was performed.
References
[1] Džidić S, Otpornost betonske konstrukcije na požar, Sarajevo 2015
[2] Schleich J, B, Fire Action in Building, Leonardo da Vinci Project, Luxembourg 2005,
[3]EN 1991-1-2, Actions on structures – Part 1-2: General action – Action on strucutres exposed to fire, European Committee for Standardization, Brussels (2002),
[4]EN 1993-1-2,Design of steel strucutres – Part 1-2: General rules – Structural fire design, European Committee for Standardization, Brussels (2005),
[5] J.M.Franssen, P.Vila Real, Fire Design of Steel Strucutes – 2nd Edition (2015)
[2] Schleich J, B, Fire Action in Building, Leonardo da Vinci Project, Luxembourg 2005,
[3]EN 1991-1-2, Actions on structures – Part 1-2: General action – Action on strucutres exposed to fire, European Committee for Standardization, Brussels (2002),
[4]EN 1993-1-2,Design of steel strucutres – Part 1-2: General rules – Structural fire design, European Committee for Standardization, Brussels (2005),
[5] J.M.Franssen, P.Vila Real, Fire Design of Steel Strucutes – 2nd Edition (2015)
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Published
2022-01-04
Issue
Section
Civil Engineering
