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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. Maia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno (2022): The General Method for the Fire Design of I‐section Web‐tapered Members. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1778

  2. 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

  3. 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

  4. Couto, Carlos / Maia, Élio / Real, Paulo Vila / Lopes, Nuno (2019): Stability check of tapered steel beams in fire. In: Journal of Structural Fire Engineering, v. 10, n. 4 (9 December 2019).

    https://doi.org/10.1108/jsfe-01-2019-0002

  5. 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

  6. 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

  7. 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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