P. M. M. Vila Real
- Towards a consistant safety format of steel beam-columns: application of the new interaction formulae for ambient temperature to elevated temperatures. In: Steel and Composite Structures, v. 3, n. 6 (Dezember 2003). (2003):
- 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. In: Journal of Constructional Steel Research, v. 59, n. 2 (Februar 2003). (2003):
- The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature. In: Journal of Constructional Steel Research, v. 60, n. 3-5 (März 2004). (2004):
- Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams. In: Journal of Constructional Steel Research, v. 61, n. 10 (Oktober 2005). (2005):
- Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009). (2009):
- Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties. In: Journal of Constructional Steel Research, v. 65, n. 4 (April 2009). (2009):
- Lateral–torsional buckling of stainless steel I-beams in case of fire. In: Journal of Constructional Steel Research, v. 64, n. 11 (November 2008). (2008):
- New proposals for the design of steel beam-columns in case of fire, including a new approach for the lateral–torsional buckling. In: Computers & Structures, v. 82, n. 17-19 (Juli 2004). (2004):
- Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal. In: Computers & Structures, v. 82, n. 20-21 (August 2004). (2004):