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Paulo Vila Real

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Alexandre Matias Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila: Fire resistance of stainless steel slender elliptical hollow section beam-columns. Dans: Journal of Structural Fire Engineering.

    https://doi.org/10.1108/jsfe-06-2021-0035

  2. 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

  3. 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

  4. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. 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

  10. Couto, Carlos / Real, Paulo Vila (2019): Numerical investigation on the influence of imperfections in the local buckling of thin-walled I-shaped sections. Dans: Thin-Walled Structures, v. 135 (février 2019).

    https://doi.org/10.1016/j.tws.2018.10.039

  11. 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

  12. 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

  13. 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

  14. Reis, André / Lopes, Nuno / Real, Paulo Vila (2016): Numerical study of steel plate girders under shear loading at elevated temperatures. Dans: Journal of Constructional Steel Research, v. 117 (février 2016).

    https://doi.org/10.1016/j.jcsr.2015.10.001

  15. 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

  16. Lopes, Nuno / Manuel, Mónica / Sousa, Ana Regina / Real, Paulo Vila (2019): Parametric study on austenitic stainless steel beam-columns with hollow sections under fire. Dans: Journal of Constructional Steel Research, v. 152 (janvier 2019).

    https://doi.org/10.1016/j.jcsr.2018.04.018

  17. Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Zhao, Bin (2016): Local buckling in laterally restrained steel beam-columns in case of fire. Dans: Journal of Constructional Steel Research, v. 122 (juillet 2016).

    https://doi.org/10.1016/j.jcsr.2016.04.012

  18. 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

  19. Simões da Silva, L. / Santiago, Aldina / Real, Paulo Vila (2002): Post-limit stiffness and ductility of end-plate beam-to-column steel joints. Dans: Computers & Structures, v. 80, n. 5-6 (mars 2002).

    https://doi.org/10.1016/s0045-7949(02)00014-7

  20. Santiago, Aldina / da Silva, Luís Simões / Real, Paulo Vila / Veljkovic, Milan (2008): Numerical study of a steel sub-frame in fire. Dans: Computers & Structures, v. 86, n. 15-16 (août 2008).

    https://doi.org/10.1016/j.compstruc.2008.01.006

  21. 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

  22. Travanca, Rui / Varum, Humberto / Real, Paulo Vila (2013): The past 20years of telecommunication structures in Portugal. Dans: Engineering Structures, v. 48 (mars 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.012

  23. 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

  24. Couto, Carlos / Real, Paulo Vila / Lopes, Nuno / Zhao, Bin (2016): Numerical investigation of the lateral–torsional buckling of beams with slender cross sections for the case of fire. Dans: Engineering Structures, v. 106 (janvier 2016).

    https://doi.org/10.1016/j.engstruct.2015.10.045

  25. 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

  26. 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

  27. 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

  28. 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

  29. 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

  30. 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

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