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da Silva, Luís Simões / Real, Paulo Vila (2024): CMM 2023, Coimbra, Portugal: XIV Conference on Steel and Composite Construction. Dans: ce/papers, v. 7, n. 1-2 (mars 2024).
https://doi.org/10.1002/cepa.3016
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2022): Fire Resistance of Cold‐Formed Stainless Steel Beam‐Columns. Dans: ce/papers, v. 5, n. 2 (avril 2022).
https://doi.org/10.1002/cepa.1697
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Piloto, Paulo A. G. / Mesquita, Luís M. R. / Cruz, Áureo A. T. / Lopes, Nuno / Arrais, Flávio / Real, Paulo Vila (2024): Bending resistance of austenitic stainless steel hollow sections at elevated temperatures. Dans: Structures, v. 59 (janvier 2024).
https://doi.org/10.1016/j.istruc.2023.105690
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2023): Fire design of stainless steel columns with hollow circular and elliptical sections. Dans: Journal of Constructional Steel Research, v. 210 (novembre 2023).
https://doi.org/10.1016/j.jcsr.2023.108085
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Li, Liya / Paquet, Jeanne / Couto, Carlos / Real, Paulo Vila / Boissonnade, Nicolas (2023): Improved fire design of steel I-sections under combined compression and bending. Dans: Structures, v. 53 (juillet 2023).
https://doi.org/10.1016/j.istruc.2023.04.021
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Buson, Márcio / Lopes, Nuno / Varum, Humberto / Sposto, Rosa Maria / Real, Paulo Vila (2012): Fire resistance of walls made of soil-cement and Kraftterra compressed earth blocks. Dans: Fire and Materials, v. 37, n. 7 (juillet 2012).
https://doi.org/10.1002/fam.2148
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Li, Liya / Paquet, Jeanne / Couto, Carlos / Real, Paulo Vila / Boissonnade, Nicolas (2023): Fire local stability of steel I-sections under simple load cases. Dans: Engineering Structures, v. 283 (mai 2023).
https://doi.org/10.1016/j.engstruct.2023.115874
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Maia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno (2022): The General Method for the Fire Design of I‐section Web‐tapered Members. Dans: ce/papers, v. 5, n. 4 (septembre 2022).
https://doi.org/10.1002/cepa.1778
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Alexandre Matias Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2021): Fire resistance of stainless steel slender elliptical hollow section beam-columns. Dans: Journal of Structural Fire Engineering, v. 13, n. 2 (décembre 2021).
https://doi.org/10.1108/jsfe-06-2021-0035
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2021): Fire design proposal for members with cold‐formed lipped channel and sigma sections under compression. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1585
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2021): Design of stainless steel elliptical hollow sections columns in case of fire: parametric study. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1442
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Maia, Élio / Real, Paulo Vila / Lopes, Nuno / Couto, Carlos (2021): The General Method for the fire design of I‐section web‐tapered beams. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1430
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Couto, Carlos / Coderre, Tristan / Real, Paulo Vila / Boissonnade, Nicolas (2021): Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies. Dans: Structures, v. 34 (décembre 2021).
https://doi.org/10.1016/j.istruc.2021.07.072
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2021): Fire behaviour and resistance of cold-formed steel beams with sigma cross-sections. Dans: Journal of Structural Fire Engineering, v. 12, n. 4 (août 2021).
https://doi.org/10.1108/jsfe-11-2020-0037
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2019): Fire Resistance of Stainless Steel Axially Loaded Elliptical Hollow Section Columns. Dans: ce/papers, v. 3, n. 5-6 (décembre 2019).
https://doi.org/10.1002/cepa.1205
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Maia, Élio / Real, Paulo Vila / Lopes, Nuno / Couto, Carlos (2019): General Method for the fire design of tapered steel columns: Out‐of‐plane flexural buckling. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).
https://doi.org/10.1002/cepa.1120
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Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Zhao, Bin (2014): Effective width method to account for the local buckling of steel thin plates at elevated temperatures. Dans: Thin-Walled Structures, v. 84 (novembre 2014).
https://doi.org/10.1016/j.tws.2014.06.003
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Santiago, Aldina / da Silva, Luís Simões / Vaz, Gilberto / Real, Paulo Vila / Lopes, Antonio Gameiro (2008): Experimental investigation of the behaviour of a steel sub-frame under a natural fire. Dans: Steel and Composite Structures, v. 8, n. 3 (juin 2008).
https://doi.org/10.12989/scs.2008.8.3.243
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da Silva, Luís Simões / Santiago, Aldina / Real, Paulo Vila / Moore, David (2005): Behaviour of steel joints under fire loading. Dans: Steel and Composite Structures, v. 5, n. 6 (décembre 2005).
https://doi.org/10.12989/scs.2005.5.6.485
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Simões da Silva, L. / Santiago, Aldina / Real, Paulo Vila (2001): A component model for the behaviour of steel joints at elevated temperatures. Dans: Journal of Constructional Steel Research, v. 57, n. 11 (novembre 2001).
https://doi.org/10.1016/s0143-974x(01)00039-6
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Maia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno (2016): Critical temperatures of class 4 cross-sections. Dans: Journal of Constructional Steel Research, v. 121 (juin 2016).
https://doi.org/10.1016/j.jcsr.2016.02.017
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Correia Lopes, Gonçalo / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno (2017): Elastic critical moment of beams with sinusoidally corrugated webs. Dans: Journal of Constructional Steel Research, v. 129 (février 2017).
https://doi.org/10.1016/j.jcsr.2016.11.005
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Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Rodrigues, João Paulo (2013): Buckling analysis of braced and unbraced steel frames exposed to fire. Dans: Engineering Structures, v. 49 (avril 2013).
https://doi.org/10.1016/j.engstruct.2012.11.020
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Ferreira, João / Real, Paulo Vila / Couto, Carlos (2017): Comparison of the General Method with the Overall Method for the out-of-plane stability of members with lateral restraints. Dans: Engineering Structures, v. 151 (novembre 2017).
https://doi.org/10.1016/j.engstruct.2017.08.012
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Reis, André / Lopes, Nuno / Real, Paulo Vila (2017): Design of steel plate girders subjected to shear buckling at ambient and elevated temperatures: Contribution from the flanges. Dans: Engineering Structures, v. 152 (décembre 2017).
https://doi.org/10.1016/j.engstruct.2017.09.020
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Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila (2016): Behaviour and resistance of cold-formed steel beams with lipped channel sections under fire conditions. Dans: Journal of Structural Fire Engineering, v. 7, n. 4 (décembre 2016).
https://doi.org/10.1108/jsfe-12-2016-025
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Silva, Thiago / Carić, Martina / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Skejic, Davor (2017): Buckling Analysis of Steel Frames Exposed to Natural Fire Scenarios. Dans: Structures, v. 10 (mai 2017).
https://doi.org/10.1016/j.istruc.2017.02.003
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Couto, Carlos / Maia, Élio / Real, Paulo Vila / Lopes, Nuno (2018): The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures. Dans: Engineering Structures, v. 163 (mai 2018).
https://doi.org/10.1016/j.engstruct.2018.02.033
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Reis, André / Lopes, Nuno / Real, Paulo Vila (2017): 10.27: Contribution from the flanges to the shear buckling resistance of steel plate girders at normal and elevated temperatures. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
https://doi.org/10.1002/cepa.324
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Maia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno (2017): 10.09: Critical temperatures of members with class 4 cross-section. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
https://doi.org/10.1002/cepa.307