| Resistance of steel cross-sections with local buckling at elevated temperatures C Couto, PV Real, N Lopes, B Zhao Journal of Constructional Steel Research 109, 101-114, 2015 | 95 | 2015 |
| Numerical investigation of the lateral–torsional buckling of beams with slender cross sections for the case of fire C Couto, PV Real, N Lopes, B Zhao Engineering Structures 106, 410-421, 2016 | 84 | 2016 |
| Effective width method to account for the local buckling of steel thin plates at elevated temperatures C Couto, PV Real, N Lopes, B Zhao Thin-Walled Structures 84, 134-149, 2014 | 79 | 2014 |
| RUBY an interface software for running a buckling analysis of SAFIR models using CAST3M C Couto, P Vila Real, N Lopes University of Aveiro, 2013 | 47 | 2013 |
| Numerical investigation on the influence of imperfections in the local buckling of thin-walled I-shaped sections C Couto, PV Real Thin-Walled Structures 135, 89-108, 2019 | 42 | 2019 |
| The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures C Couto, É Maia, PV Real, N Lopes Engineering Structures 163, 153-166, 2018 | 39 | 2018 |
| Evaluation of post-earthquake fire capacity of reinforced concrete elements H Vitorino, H Rodrigues, C Couto Soil Dynamics and Earthquake Engineering 128, 105900, 2020 | 35 | 2020 |
| Numerical investigation on the influence of imperfections in the lateral-torsional buckling of beams with slender I-shaped welded sections C Couto, PV Real Thin-Walled Structures 145, 106429, 2019 | 35 | 2019 |
| Elastic critical moment of beams with sinusoidally corrugated webs GC Lopes, C Couto, PV Real, N Lopes Journal of Constructional Steel Research 129, 185-194, 2017 | 34 | 2017 |
| Buckling analysis of braced and unbraced steel frames exposed to fire C Couto, PV Real, N Lopes, JP Rodrigues Engineering Structures 49, 541-559, 2013 | 32 | 2013 |
| Critical temperatures of class 4 cross-sections É Maia, C Couto, PV Real, N Lopes Journal of Constructional Steel Research 121, 370-382, 2016 | 24 | 2016 |
| Local buckling in laterally restrained steel beam-columns in case of fire C Couto, PV Real, N Lopes, B Zhao Journal of Constructional Steel Research 122, 543-556, 2016 | 19 | 2016 |
| The influence of imperfections in the critical temperature of I-section steel members C Couto, PV Real Journal of Constructional Steel Research 179, 106540, 2021 | 18 | 2021 |
| Comparison of the General Method with the Overall Method for the out-of-plane stability of members with lateral restraints J Ferreira, PV Real, C Couto Engineering Structures 151, 153-172, 2017 | 15 | 2017 |
| Evaluation of post-earthquake fire capacity of a reinforced concrete one bay plane frame under ISO fire exposure H Vitorino, H Rodrigues, C Couto Structures 23, 602-611, 2020 | 14 | 2020 |
| Machine learning models for predicting the resistance of axially loaded slender steel columns at elevated temperatures Q Tong, C Couto, T Gernay Engineering Structures 266, 114620, 2022 | 13 | 2022 |
| 2.1. Analyses of structures under fire L Kwasniewski, D Bacinskas, E Geda, V Gribniak, G Kaklauskas, ... University of Technology, Poland, 2011 | 13 | 2011 |
| Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies C Couto, T Coderre, PV Real, N Boissonnade Structures 34, 198-214, 2021 | 11 | 2021 |
| A proposal based on the effective section factor for the lateral-torsional buckling of beams with slender I-shaped welded sections C Couto, PV Real Thin-walled Structures 145, 106389, 2019 | 11 | 2019 |
| Numerical validation of the general method for structural fire design of web-tapered beams C Couto, P Vila Real, J Ferreira, N Lopes Eurosteel 2014, 2014 | 11 | 2014 |
