Élio Maia
- The General Method for the Fire Design of I‐section Web‐tapered Members. In: ce/papers, v. 5, n. 4 (September 2022). (2022):
- The General Method for the fire design of I‐section web‐tapered beams. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- 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). (2019):
- Stability check of tapered steel beams in fire. In: Journal of Structural Fire Engineering, v. 10, n. 4 (9 December 2019). (2019):
- Critical temperatures of class 4 cross-sections. In: Journal of Constructional Steel Research, v. 121 (June 2016). (2016):
- 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). (2018):
- 10.09: Critical temperatures of members with class 4 cross-section. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):