Paulo Vila Real 
- (2024): CMM 2023, Coimbra, Portugal: XIV Conference on Steel and Composite Construction. In: ce/papers, v. 7, n. 1-2 (März 2024).
- (2022): Fire Resistance of Cold‐Formed Stainless Steel Beam‐Columns. In: ce/papers, v. 5, n. 2 (April 2022).
- (2024): Bending resistance of austenitic stainless steel hollow sections at elevated temperatures. In: Structures, v. 59 (Januar 2024).
- (2023): Fire design of stainless steel columns with hollow circular and elliptical sections. In: Journal of Constructional Steel Research, v. 210 (November 2023).
- (2023): Improved fire design of steel I-sections under combined compression and bending. In: Structures, v. 53 (Juli 2023).
- (2012): Fire resistance of walls made of soil-cement and Kraftterra compressed earth blocks. In: Fire and Materials, v. 37, n. 7 (Juli 2012).
- (2023): Fire local stability of steel I-sections under simple load cases. In: Engineering Structures, v. 283 (Mai 2023).
- (2022): The General Method for the Fire Design of I‐section Web‐tapered Members. In: ce/papers, v. 5, n. 4 (September 2022).
- (2021): Fire resistance of stainless steel slender elliptical hollow section beam-columns. In: Journal of Structural Fire Engineering, v. 13, n. 2 (Dezember 2021).
- (2021): Fire design proposal for members with cold‐formed lipped channel and sigma sections under compression. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (2021): Design of stainless steel elliptical hollow sections columns in case of fire: parametric study. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (2021): The General Method for the fire design of I‐section web‐tapered beams. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (2021): Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies. In: Structures, v. 34 (Dezember 2021).
- (2021): Fire behaviour and resistance of cold-formed steel beams with sigma cross-sections. In: Journal of Structural Fire Engineering, v. 12, n. 4 (August 2021).
- (2019): Fire Resistance of Stainless Steel Axially Loaded Elliptical Hollow Section Columns. In: ce/papers, v. 3, n. 5-6 (Dezember 2019).
- (2019): General Method for the fire design of tapered steel columns: Out‐of‐plane flexural buckling. In: ce/papers, v. 3, n. 3-4 (September 2019).
- (2014): Effective width method to account for the local buckling of steel thin plates at elevated temperatures. In: Thin-Walled Structures, v. 84 (November 2014).
- (2008): Experimental investigation of the behaviour of a steel sub-frame under a natural fire. In: Steel and Composite Structures, v. 8, n. 3 (Juni 2008).
- (2005): Behaviour of steel joints under fire loading. In: Steel and Composite Structures, v. 5, n. 6 (Dezember 2005).
- (2001): A component model for the behaviour of steel joints at elevated temperatures. In: Journal of Constructional Steel Research, v. 57, n. 11 (November 2001).
- (2016): Critical temperatures of class 4 cross-sections. In: Journal of Constructional Steel Research, v. 121 (Juni 2016).
- (2017): Elastic critical moment of beams with sinusoidally corrugated webs. In: Journal of Constructional Steel Research, v. 129 (Februar 2017).
- (2013): Buckling analysis of braced and unbraced steel frames exposed to fire. In: Engineering Structures, v. 49 (April 2013).
- (2017): Comparison of the General Method with the Overall Method for the out-of-plane stability of members with lateral restraints. In: Engineering Structures, v. 151 (November 2017).
- (2017): Design of steel plate girders subjected to shear buckling at ambient and elevated temperatures: Contribution from the flanges. In: Engineering Structures, v. 152 (Dezember 2017).
- (2016): Behaviour and resistance of cold-formed steel beams with lipped channel sections under fire conditions. In: Journal of Structural Fire Engineering, v. 7, n. 4 (Dezember 2016).
- (2017): Buckling Analysis of Steel Frames Exposed to Natural Fire Scenarios. In: Structures, v. 10 (Mai 2017).
- (2018): The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures. In: Engineering Structures, v. 163 (Mai 2018).
- (2017): 10.27: Contribution from the flanges to the shear buckling resistance of steel plate girders at normal and elevated temperatures. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2017): 10.09: Critical temperatures of members with class 4 cross-section. In: ce/papers, v. 1, n. 2-3 (September 2017).
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