| 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 | 41 | 2018 |
| Critical temperatures of class 4 cross-sections É Maia, C Couto, PV Real, N Lopes Journal of Constructional Steel Research 121, 370-382, 2016 | 25 | 2016 |
| The General Method for the fire design of slender I-section web-tapered columns É Maia, PV Real, N Lopes, C Couto Thin-Walled Structures 155, 106920, 2020 | 10 | 2020 |
| Stability check of tapered steel beams in fire C Couto, É Maia, PV Real, N Lopes Journal of Structural Fire Engineering, 2019 | 8 | 2019 |
| The General Method for the fire design of I-section web-tapered beams É Maia, C Couto, PV Real, N Lopes Thin-Walled Structures 169, 108377, 2021 | 5 | 2021 |
| Stability check of web-tapered steel beam-columns in fire E Maia, P Vila Real, N Lopes, C Couto The University of Queensland, 2020 | 3 | 2020 |
| General Method for the fire design of tapered steel columns: Out‐of‐plane flexural buckling É Maia, PV Real, N Lopes, C Couto ce/papers 3 (3-4), 677-682, 2019 | 2 | 2019 |
| The General Method for the fire design of I-section web-tapered beam–columns É Maia, C Couto, PV Real, N Lopes Thin-Walled Structures 174, 109108, 2022 | 1 | 2022 |
| 10.09: Critical temperatures of members with class 4 cross‐section É Maia, C Couto, PV Real, N Lopes ce/papers 1 (2-3), 2582-2591, 2017 | 1 | 2017 |
| Lateral-torsional buckling of steel beams with slender cross-section and non-uniform bending moments in case of fire C Couto, É Maia, N Lopes, PV Real Congress on Numerical Methods in Engineering CMN2017 3, 5, 2017 | | 2017 |
| TEMPERATURA CRÍTICA DE SECÇÕES TRANSVERSAIS DE CLASSE 4 C Couto, É Maia, PV Real, N Lopes | | |
| FIDESC4–Um programa de cálculo para verificação da resistência ao fogo de elementos em aço com secção transversal de Classe 4 PV Real, É Maia, C Couto, C Amaral, N Lopes | | |
