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Paulo Vila Real

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Alexandre Matias Arrais, Flávio / Lopes, Nuno / Real, Paulo Vila: Fire resistance of stainless steel slender elliptical hollow section beam-columns. In: 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. In: ce/papers, v. 4, n. 2-4 (September 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. In: ce/papers, v. 4, n. 2-4 (September 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. In: ce/papers, v. 4, n. 2-4 (September 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. In: Structures, v. 34 (December 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. In: Journal of Structural Fire Engineering, v. 12, n. 4 (August 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. In: ce/papers, v. 3, n. 5-6 (December 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. In: ce/papers, v. 3, n. 3-4 (September 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. In: Thin-Walled Structures, v. 84 (November 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. In: Thin-Walled Structures, v. 135 (February 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. In: Steel and Composite Structures, v. 8, n. 3 (June 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. In: Steel and Composite Structures, v. 5, n. 6 (December 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. In: Journal of Constructional Steel Research, v. 57, n. 11 (November 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. In: Journal of Constructional Steel Research, v. 117 (February 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. In: Journal of Constructional Steel Research, v. 121 (June 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. In: Journal of Constructional Steel Research, v. 152 (January 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. In: Journal of Constructional Steel Research, v. 122 (July 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. In: Journal of Constructional Steel Research, v. 129 (February 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. In: Computers & Structures, v. 80, n. 5-6 (March 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. In: Computers & Structures, v. 86, n. 15-16 (August 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. In: Engineering Structures, v. 49 (April 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. In: Engineering Structures, v. 48 (March 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. In: Engineering Structures, v. 151 (November 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. In: Engineering Structures, v. 106 (January 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. In: Engineering Structures, v. 152 (December 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. In: Journal of Structural Fire Engineering, v. 7, n. 4 (December 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. In: Structures, v. 10 (May 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. In: Engineering Structures, v. 163 (May 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. In: ce/papers, v. 1, n. 2-3 (September 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. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.307

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