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Paulo Vila Real
Paulo Vila Real
Full Professor at the Department of Civil Engineering of University of Aveiro
Verified email at ua.pt
Title
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Cited by
Year
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
2122016
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
1362001
Post-limit stiffness and ductility of end-plate beam-to-column steel joints
L Silva, A Santiago, P Vila Real
1352002
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
1152009
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
972004
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
962009
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
952015
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
952003
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
912007
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
842016
Incêndio em Estruturas Metálicas: cálculo estrutural
PV Real
81*2003
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
792014
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
692005
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
682004
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
612001
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
552004
Behaviour of steel joints under fire loading
LS Da Silva, A Santiago, PV Real, D Moore
Steel & Composite Structures 5 (6), 485-513, 2005
482005
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
472013
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
462008
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
452008
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