Jawed Qureshi
- Behaviour of pultruded beam-to-column joints using steel web cleats. In: Thin-Walled Structures, v. 73 (December 2013). (2013):
- Bolted and bonded FRP beam-column joints with semi-rigid end conditions. In: Composite Structures, v. 247 (September 2020). (2020):
- Effect of shear connector spacing and layout on the shear connector capacity in composite beams. In: Journal of Constructional Steel Research, v. 67, n. 4 (April 2011). (2011):
- Response of Beam-To-Column Web Cleated Joints For FRP Pultruded Members. In: Journal of Composites for Construction, v. 18, n. 2 (April 2014). (2014):
- Moment-rotation response of nominally pinned beam-to-column joints for frames of pultruded fibre reinforced polymer. In: Construction and Building Materials, v. 77 (February 2015). (2015):
- Behaviour of Headed Shear Stud in Composite Beams with Profiled Metal Decking. In: Advances in Structural Engineering, v. 15, n. 9 (September 2012). (2012):
- The influence of profiled sheeting thickness and shear connector's position on strength and ductility of headed shear connector. In: Engineering Structures, v. 33, n. 5 (May 2011). (2011):
- Robustness of simple joints in pultruded FRP frames. In: Structures, v. 3 (August 2015). (2015):
- Static and fatigue performance of resin injected bolts for a slip and fatigue resistant connection in FRP bridge engineering. In: Structures, v. 7 (August 2016). (2016):