| Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model C Rebelo, N Lopes, LS Da Silva, D Nethercot, PMMV Real Journal of Constructional Steel Research 65 (4), 818-831, 2009 | 96 | 2009 |
| 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 |
| Parametric analysis of the lateral–torsional buckling resistance of steel beams in case of fire PMMV Real, N Lopes, LS Da Silva, JM Franssen Fire Safety Journal 42 (6-7), 416-424, 2007 | 90 | 2007 |
| 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 |
| Lateral-torsional buckling of unrestrained steel beams under fire conditions: improvement of EC3 proposal PMMV Real, N Lopes, LS da Silva, JM Franssen Computers & Structures 82 (20-21), 1737-1744, 2004 | 68 | 2004 |
| Numerical modelling of steel beam-columns in case of fire—comparisons with Eurocode 3 PMMV Real, N Lopes, LS da Silva, P Piloto, JM Franssen Fire Safety Journal 39 (1), 23-39, 2004 | 55 | 2004 |
| 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 |
| Lateral–torsional buckling of stainless steel I-beams in case of fire PMMV Real, N Lopes, LS da Silva, JM Franssen Journal of Constructional Steel Research 64 (11), 1302-1309, 2008 | 46 | 2008 |
| Numerical analysis of stainless steel beam-columns in case of fire N Lopes, PV Real, LS da Silva, JM Franssen Fire safety journal 50, 35-50, 2012 | 43 | 2012 |
| 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 |
| Axially loaded stainless steel columns in case of fire N Lopes, P Real, L da Silva, JM Franssen Journal of Structural Fire Engineering 1 (1), 43-60, 2010 | 35 | 2010 |
| 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 | 33 | 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 |
| A multi-objective analysis of a rural road network problem in the hilly regions of Nepal JK Shrestha, A Benta, RB Lopes, N Lopes Transportation research part A: policy and practice 64, 43-53, 2014 | 26 | 2014 |
| Numerical study of steel plate girders under shear loading at elevated temperatures A Reis, N Lopes, PV Real Journal of Constructional Steel Research 117, 1-12, 2016 | 25 | 2016 |
| 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 |
| Numerical modelling of thin-walled stainless steel structural elements in case of fire N Lopes, P Vila Real, L Simões da Silva, JM Franssen Fire technology 46, 91-108, 2010 | 23 | 2010 |
| Numerical modelling of steel plate girders at normal and elevated temperatures A Reis, N Lopes, E Real, PV Real Fire safety journal 86, 1-15, 2016 | 22 | 2016 |
| Shear–bending interaction in steel plate girders subjected to elevated temperatures A Reis, N Lopes, PV Real Thin-Walled Structures 104, 34-43, 2016 | 21 | 2016 |
