Amr Shaat
- Factors affecting slip and stress distribution of concrete slabs in composite beams. In: Engineering Structures, v. 245 (October 2021). (2021):
- Upgrading steel–concrete composite girders and repair of damaged steel beams using bonded CFRP laminates. In: Thin-Walled Structures, v. 47, n. 10 (October 2009). (2009):
- Finite element analysis of slender HSS columns strengthened with high modulus composites. In: Steel and Composite Structures, v. 7, n. 1 (February 2007). (2007):
- Numerical evaluation for the effective slab width of steel-concrete composite beams. In: Journal of Constructional Steel Research, v. 148 (September 2018). (2018):
- Slender Steel Columns Strengthened Using High-Modulus CFRP Plates for Buckling Control. In: Journal of Composites for Construction, v. 13, n. 1 (February 2009). (2009):
- Repair of Cracked Steel Girders Connected to Concrete Slabs Using Carbon-Fiber-Reinforced Polymer Sheets. In: Journal of Composites for Construction, v. 12, n. 6 (December 2008). (2008):
- Behaviour of lightweight concrete slabs acting compositely with steel I-sections. In: Construction and Building Materials, v. 124 (October 2016). (2016):
- Axial loading tests on short and long hollow structural steel columns retrofitted using carbon fibre reinforced polymers. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 33, n. 4 (April 2006). (2006):
- Fiber-Element Model for Slender HSS Columns Retrofitted with Bonded High-Modulus Composites. In: Journal of Structural Engineering (ASCE), v. 133, n. 1 (January 2007). (2007):