Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams

Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design

Ulf Wickström · Fire Safety Journal · 2004 · 971 citations

Engineering, Civil Engineering, Fire Protection Engineering +16

A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures

Yanqi Yin, Yong Wang · Journal of Constructional Steel Research · 2003 · 138 citations

Engineering, Civil Engineering, Mechanical Engineering +17

The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature

Paulo Vila Real, R. Cazeli, Luís Simões da Silva et al. · Journal of Constructional Steel Research · 2003 · 77 citations · Full text

Engineering, Materials Science, Mechanical Engineering +17

A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation

Paulo Vila Real, P.A.G. Piloto, Jean‐Marc Franssen · Journal of Constructional Steel Research · 2003 · 72 citations · Full text

Engineering, Civil Engineering, Mechanical Engineering +17

Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal

Paulo Vila Real, Nuno Lopes, Luís Simões da Silva et al. · Computers & Structures · 2004 · 48 citations · Full text

Engineering, Civil Engineering, Mechanical Engineering +17