Pedro C. G. da S. Vellasco
- Assessment of Stainless Steel Tubular T‐joints Under Chord Sidewall Failure Mode by a Semi‐analytical Formulation. In: ce/papers, v. 5, n. 4 (September 2022). (2022):
- Experimental Assessment of Stainless and Carbon Steel Double‐Skin Tubular Stub Columns Filled with Recycled Aggregate Concrete. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- Behaviour of Austenitic Stainless Steel Angles Under Centered Compression. In: ce/papers, v. 3, n. 5-6 (Dezember 2019). (2019):
- Numerical Evaluation of Duplex Stainless Steel Stayed Columns. In: ce/papers, v. 3, n. 5-6 (Dezember 2019). (2019):
- Assessment of Shs Tubular T Joints Subjected to Chord Axial Forces. In: ce/papers, v. 3, n. 5-6 (Dezember 2019). (2019):
- Behaviour of flush end-plate beam-to-column joints under bending and axial force. In: Steel and Composite Structures, v. 4, n. 2 (April 2004). (2004):
- A patch load parametric analysis using neural networks. In: Journal of Constructional Steel Research, v. 59, n. 2 (Februar 2003). (2003):
- A parametric analysis of the patch load behaviour using a neuro-fuzzy system. In: Journal of Constructional Steel Research, v. 63, n. 2 (Februar 2007). (2007):
- Structural assessment of minor axis steel joints using photoelasticity and finite elements. In: Journal of Constructional Steel Research, v. 65, n. 2 (Februar 2009). (2009):
- Experimental assessment of the composite joints shear connector component. In: Journal of Constructional Steel Research, v. 132 (Mai 2017). (2017):
- Experimental and numerical investigation of austenitic stainless steel hot-rolled angles under compression. In: Journal of Constructional Steel Research, v. 152 (Januar 2019). (2019):
- Experimental and numerical assessment of RHS T-joints subjected to brace and chord axial forces. In: Steel Construction, v. 9, n. 4 (November 2016). (2016):
- 13.17: A comprehensive assessment of eurocode 3 pt. 1.1 & NBR 8800 steel design codes. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):
- 12.07: Numerical assessment of stayed austenitic steel columns. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):