[
British Standard BS 5950, Part 8, Code of Practice for Fire Resistance Design. British Standard Institution. 2000.
]Search in Google Scholar
[
BS EN 1090 2 (2008) Execution of steel structures and aluminium structures Part 2: Technical requirements for steel structures. 2008. BSI, London, UK.
]Search in Google Scholar
[
EN 1993-1-2 (2005) Eurocode 3, Design of steel structures – Part 1–2: General rules Structural fire design. In: European committee for standardization. Brussels, Belgium; 2005.
]Search in Google Scholar
[
European Convention for Construction Steelwork. Calculation for Fire Resistance of Composite Structures. Technical Note No. 55, ECCS Technical Committee 3, 1989.
]Search in Google Scholar
[
European Convention for Constructional Steelwork (ECCS). (1976) Manual on stability of steel structures, 2nd ed. Technical Committee 8, Structural stability. 1976. www.eccspublications.eu
]Search in Google Scholar
[
Gardner, L. - Nethercot, N. A. (2004) Experiments on stainless steel hollow sections – Part 1: Material and cross-sectional behavior. Journal of constructional steel research. 2004. 60(9), pp. 1291-1318.
]Search in Google Scholar
[
Hajdú, G. - Papp, F. (2018) Safety assessment of different stability design rules for beam-columns. Structures. 2018. (14), pp. 376–388. https://doi.org/10.1016/j.istruc.2018.05.002.
]Search in Google Scholar
[
Hajdú, G. (2021) Buckling resistance of steel beam-columns - the verification of Overall Imperfection Method with numerical method. (In Hungarian), dissertation, 2021.
]Search in Google Scholar
[
Kirby, B.R. - Preston, R.R. (1988) High temperature properties of hot-rolled structural steels for use in fire engineering studies. Fire Safety Journal. 13(1), pp. 27–37.
]Search in Google Scholar
[
Knobloch, M. - Somaini, D. - Pauli, J. - Fontana, M. (2010) Stability of steel columns subjected to fire. In: SDSS‘Rio 2010 Stability and Ductility of Steel Structures, Rio de Janeiro, Brazil, Sept. 8–10, 2010.
]Search in Google Scholar
[
Nemer, S. - Papp, F. (2021) Numerical Investigation on Flexural Buckling Behavior of Hot-rolled Steel Columns at Elevated Temperatures. 2021. Periodica Polytechnica Civil Engineering, 65(3), pp. 918–927. https://doi.org/10.3311/PPci.17799.
]Search in Google Scholar
[
Outinen, J. - Kesti, J. - Mäkeläinen, P. (1997) Fire Design Model for Structural Steel S355 Based Upon Transient State Tensile Test Results. Journal of Constructional Steel Research. 42(3), pp 161-169.
]Search in Google Scholar
[
Pauli, J. - Somaini, D. - Knobloch, M. - Fontana, M (2012) Experiments on steel under fire conditions. ETH Zurich, Institute of Structural Engineering. IBK test report No. 340, Zurich, Switzerland.
]Search in Google Scholar
[
Pauli, J. (2012) The Behavior of Steel Columns in Fire.. IBK Report No. 343, ETH Zurich: Zurich.
]Search in Google Scholar
[
Prachar, M. - Hricak, J. - Jandera, M., - Wald, F. - Zhao, B. (2016) Experiments of Class 4 open section beams at elevated temperature. 2016. Thin-Walled Structures, Vol. 98, Part A, pp. 2-18, ISSN 0263-8231. https://doi.org/10.1016/j.tws.2015.04.025
]Search in Google Scholar
[
Ramberg, W. - Osgood, W. R. (1943) Description of stress-strain curves by three parameters. NACA Technical note 902.
]Search in Google Scholar
[
Rubert, A. - Schaumann, P. (1986) Structural steel and plane frame assemblies under fire action. Fire Safety Journal. 10, pp. 173 – 184.
]Search in Google Scholar
[
Standard EN 10 002-2 (1992) Metallic materials. Tensile testing. Part 2: Verification on the load cell of tensile testing machine, Brussels, 1992. 3.
]Search in Google Scholar
[
Standard EN 10 002-4 (1992) Metallic materials. Tensile testing. Part 4: Verification of extensometers used in uniaxial testing, Brussels, 1992.
]Search in Google Scholar
[
Standard SFS-EN 10 002-5 (1992) Metallic materials. Tensile test-ing. Part 5: Method of testing at elevated temperature (in Finnish), Helsinki, 1992. 2.
]Search in Google Scholar
[
Wang, Y. - Burgess, I. - Wald, F. - Gillie, M (2012) Performance-Based Fire Engineering of Structures. 2012. 10.1201/b12076.
]Search in Google Scholar
