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UDK: 624.94.001.4:699.81

Published: Građevinar 64 (2012) 8
Paper type: Preliminary report
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Fire resistance analysis of steel structures

Neno Torić, Bernardin Peroš, Ivica Boko

Abstract

Experimental studies conducted to test simple computation models for the determination of resistance of steel structures exposed to fire, as defined in HRN EN 1993-1-2:2008, are presented in the paper. The analysis is made for basic parameters defining reduction of mechanical properties of steel at elevated temperatures, and for basic models for calculating fire resistance of elements subjected to cross-sectional load, and transverse and longitudinal load (bending and bending with longitudinal force).

Keywords
steel, bending, fire, heat transfer, longitudinal force bending

HOW TO CITE THIS ARTICLE:

Torić, N., Peroš, B., Boko, I.: Fire resistance analysis of steel structures, GRAĐEVINAR, 64 (2012) 8, doi: https://doi.org/10.14256/JCE.712.2011

OR:

Torić, N., Peroš, B., Boko, I. (2012). Fire resistance analysis of steel structures, GRAĐEVINAR, 64 (8), doi: https://doi.org/10.14256/JCE.712.2011

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Neno Toric WEB
Neno Torić
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy
Peros Bernadin
Bernardin Peroš
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Boko Ivica
Ivica Boko
University of Split
Faculty of Civil Engineering, Architecture and Geodesy