Carlos Couto 
- (2023): Machine learning models for the ultimate strength of steel beams – influence of bending moment diagram. In: ce/papers, v. 6, n. 3-4 (September 2023).
- (2022): Predictive Models of the Steel Beam Capacity Using Artificial Intelligence – Preliminary Studies. In: ce/papers, v. 5, n. 2 (April 2022).
- (2024): Parametric analysis of post-earthquake fire resistance of reinforced concrete frames without seismic design. In: Engineering Structures, v. 303 (March 2024).
- (2023): Improved fire design of steel I-sections under combined compression and bending. In: Structures, v. 53 (July 2023).
- (2023): Fire local stability of steel I-sections under simple load cases. In: Engineering Structures, v. 283 (May 2023).
- (2022): On the Development of Artificial Neural Network Models of the Critical Moment of Tapered Beams. In: ce/papers, v. 5, n. 4 (September 2022).
- (2022): The General Method for the Fire Design of I‐section Web‐tapered Members. In: ce/papers, v. 5, n. 4 (September 2022).
- (2022): A Study on the Capacity of Steel Portal Frames using Shell Finite Elements. In: ce/papers, v. 5, n. 4 (September 2022).
- (2022): Neural network models for the critical bending moment of uniform and tapered beams. In: Structures, v. 41 (July 2022).
- (2022): Machine learning models for predicting the resistance of axially loaded slender steel columns at elevated temperatures. In: Engineering Structures, v. 266 (September 2022).
- (2023): Post-Earthquake Fire Assessment of Reinforced Concrete Frame Structures. In: Structural Engineering International, v. 33, n. 4 (October 2023).
- (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 (December 2021).
- (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).
- (2020): Evaluation of post-earthquake fire capacity of a reinforced concrete one bay plane frame under ISO fire exposure. In: Structures, v. 23 (February 2020).
- (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).
- (2019): Numerical investigation on the influence of imperfections in the local buckling of thin-walled I-shaped sections. In: Thin-Walled Structures, v. 135 (February 2019).
- (2020): Evaluation of post-earthquake fire capacity of reinforced concrete elements. In: Soil Dynamics and Earthquake Engineering, v. 128 (January 2020).
- (2019): Stability check of tapered steel beams in fire. In: Journal of Structural Fire Engineering, v. 10, n. 4 (9 December 2019).
- (2015): Resistance of steel cross-sections with local buckling at elevated temperatures. In: Journal of Constructional Steel Research, v. 109 (June 2015).
- (2016): Critical temperatures of class 4 cross-sections. In: Journal of Constructional Steel Research, v. 121 (June 2016).
- (2016): Local buckling in laterally restrained steel beam-columns in case of fire. In: Journal of Constructional Steel Research, v. 122 (July 2016).
- (2017): Elastic critical moment of beams with sinusoidally corrugated webs. In: Journal of Constructional Steel Research, v. 129 (February 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).
- (2016): Numerical investigation of the lateral–torsional buckling of beams with slender cross sections for the case of fire. In: Engineering Structures, v. 106 (January 2016).
- (2017): Buckling Analysis of Steel Frames Exposed to Natural Fire Scenarios. In: Structures, v. 10 (May 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 (May 2018).
- (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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