Nuno Lopes
- (2024): Bending resistance of austenitic stainless steel hollow sections at elevated temperatures. In: Structures, v. 59 (Januar 2024).
- (2023): Fire design of stainless steel columns with hollow circular and elliptical sections. In: Journal of Constructional Steel Research, v. 210 (November 2023).
- (2012): Fire resistance of walls made of soil-cement and Kraftterra compressed earth blocks. In: Fire and Materials, v. 37, n. 7 (Juli 2012).
- (2022): The General Method for the Fire Design of I‐section Web‐tapered Members. In: ce/papers, v. 5, n. 4 (September 2022).
- (2021): Fire resistance of stainless steel slender elliptical hollow section beam-columns. In: Journal of Structural Fire Engineering, v. 13, n. 2 (Dezember 2021).
- (2021): Numerical and analytical study of intermediate web‐post buckling. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (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).
- (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).
- (2021): The General Method for the fire design of I‐section web‐tapered beams. In: ce/papers, v. 4, n. 2-4 (September 2021).
- (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).
- (2017): Covering-Based Rural Road Network Methodology for Hilly Regions of Developing Countries: Application in Nepal. In: Journal of Transportation Engineering, Part A: Systems, v. 143, n. 3 (März 2017).
- (2019): Penha Da Barroca Railway Bridge – Contemporany Aesthetics, Improved Performance. In: ce/papers, v. 3, n. 5-6 (Dezember 2019).
- (2019): Fire Resistance of Stainless Steel Axially Loaded Elliptical Hollow Section Columns. In: ce/papers, v. 3, n. 5-6 (Dezember 2019).
- (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).
- (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).
- (2016): Numerical study of steel plate girders under shear loading at elevated temperatures. In: Journal of Constructional Steel Research, v. 117 (Februar 2016).
- (2016): Critical temperatures of class 4 cross-sections. In: Journal of Constructional Steel Research, v. 121 (Juni 2016).
- (2019): Parametric study on austenitic stainless steel beam-columns with hollow sections under fire. In: Journal of Constructional Steel Research, v. 152 (Januar 2019).
- (2016): Local buckling in laterally restrained steel beam-columns in case of fire. In: Journal of Constructional Steel Research, v. 122 (Juli 2016).
- (2017): Elastic critical moment of beams with sinusoidally corrugated webs. In: Journal of Constructional Steel Research, v. 129 (Februar 2017).
- (2013): Buckling analysis of braced and unbraced steel frames exposed to fire. In: Engineering Structures, v. 49 (April 2013).
- (2016): Numerical investigation of the lateral–torsional buckling of beams with slender cross sections for the case of fire. In: Engineering Structures, v. 106 (Januar 2016).
- (2017): Design of steel plate girders subjected to shear buckling at ambient and elevated temperatures: Contribution from the flanges. In: Engineering Structures, v. 152 (Dezember 2017).
- (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 (Dezember 2016).
- (2010): Axially Loaded Stainless Steel Columns in Case of Fire. In: Journal of Structural Fire Engineering, v. 1, n. 1 (März 2010).
- (2017): Buckling Analysis of Steel Frames Exposed to Natural Fire Scenarios. In: Structures, v. 10 (Mai 2017).
- (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 (Mai 2018).
- (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).
- (2017): 10.09: Critical temperatures of members with class 4 cross-section. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2007): The New Metro of Oporto: A variety of bridge projects. Vorgetragen bei: IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007.
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