| Fire Design of Steel Structures: EC1: Actions on structures; Part 1-2: Actions on structure exposed to fire; EC3: Design of steel structures; Part 1-2: Structural fire design JM Franssen, PV Real John Wiley & Sons, 2016 | 246 | 2016 |
| A component model for the behaviour of steel joints at elevated temperatures LS Da Silva, A Santiago, PV Real Journal of Constructional Steel Research 57 (11), 1169-1195, 2001 | 147 | 2001 |
| Post-limit stiffness and ductility of end-plate beam-to-column steel joints L Silva, A Santiago, P Vila Real | 141 | 2002 |
| Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties LS da Silva, C Rebelo, D Nethercot, L Marques, R Simões, PMMV Real Journal of Constructional Steel Research 65 (4), 832-849, 2009 | 120 | 2009 |
| The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature PMMV Real, R Cazeli, LS da Silva, A Santiago, P Piloto Journal of Constructional Steel Research 60 (3-5), 783-793, 2004 | 108 | 2004 |
| 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 | 104 | 2015 |
| 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 | 101 | 2009 |
| A new proposal of a simple model for the lateral-torsional buckling of unrestrained steel I-beams in case of fire: experimental and numerical validation PMMV Real, PAG Piloto, JM Franssen Journal of Constructional Steel Research 59 (2), 179-199, 2003 | 100 | 2003 |
| 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 | 96 | 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 | 94 | 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 | 88 | 2014 |
| Incêndio em Estruturas Metálicas: cálculo estrutural PV Real | 83* | 2003 |
| Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams LMR Mesquita, PAG Piloto, MAP Vaz, PMMV Real Journal of Constructional Steel Research 61 (10), 1435-1446, 2005 | 75 | 2005 |
| 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 | 73 | 2004 |
| Numerical modeling of lateral-torsional buckling of steel I-beams under fire conditions—Comparison with Eurocode 3 PMMV Real, JM Franssen Journal of Fire Protection Engineering 11 (2), 112-128, 2001 | 65 | 2001 |
| 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 | 52 | 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 | 49 | 2008 |
| Experimental investigation of the behaviour of a steel sub-frame under a natural fire A Santiago, L Simoes da Silva, G Vaz, P Vila Real, A Gameiro Lopes Steel and Composite Structures 8 (3), 243-264, 2008 | 49 | 2008 |
| Behaviour of steel joints under fire loading LS Da Silva, A Santiago, PV Real, D Moore Steel & Composite Structures 5 (6), 485-513, 2005 | 49 | 2005 |
Luís GodinhoISISE, Departamento de Engenharia Civil, Universidade de CoimbraAdresse e-mail validée de dec.uc.pt