# Publications

### 2016

(2016). Experimental investigation of the cross-sectional stability of cold-formed steel built-up columns..

(2016). A Simplified Nonlinear Sway-Rocking Model for Evaluation of Seismic Response of Structures on Shallow Foundations.

*, 81 (10), pp. 14-26. (Full Text).**Soil Dynamics and Earthquake Engineering*
(2016). Energy absorption in lattice structures in dynamics: Nonlinear FE simulations.

*, 102 (3), pp. 1-15. (Full Text).**International Journal of Impact Engineering*
(2016). Flexural Strengthening of Two-Way RC Slabs with Textile-Reinforced Mortar: Experimental Investigation and Design Equations.

*, (Full Text).**Journal of Composites for Construction*
(2016). Effects of uncertainties on seismic behaviour of optimum designed braced steel frames.

*, 20 (2), pp. 317-335. (Full Text).**Steel and Composite Structures*
Fileset

(2016). Multi-level nonlinear modeling verification scheme of RC high-rise wall buildings.

*, pp. 1-19. (Full Text).**Bulletin of Earthquake Engineering*
(2016). Shear strengthening of full-scale RC T-beams using textile-reinforced mortar and textile-based anchors.

*, 95 (1), pp. 225-239. (Full Text).**Composites Part B: Engineering*
(2016). Performance-based seismic design of flexible-base multi-storey buildings considering soil–structure interaction.

*, 108 (2), pp. 90-103. (Full Text).**Engineering Structures*
(2016). A methodology for defining seismic scenario-structure-based limit state criteria for rc high-rise wall buildings using net drift.

*, (Full Text).**Earthquake Engineering and Structural Dynamics*
(2016). Exploring new NSM reinforcements for the flexural strengthening of RC beams: Experimental and numerical research.

*, 141 (4), pp. 132-145.**Composite Structures*
(2016). Bond of substandard laps in RC beams retrofitted with post-tensioned metal straps.

*, 113 (6), pp. 1197-1208. (Full Text).**ACI Structural Journal*
(2016). Optimisation of cold-formed steel sections for maximum energy dissipation capacity and strength.

(2016). Development of more efficient cold-formed steel channel sections in bending.

*, 101 (7), pp. 1-13. (Full Text).**Thin-Walled Structures*
(2016). Long term performance of GFRP bars under the combined effects of sustained load and severe environments. In

*8th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2016*.
(2016). Bond–slip behaviour of steel bars in low-strength concrete.

*, 169 (7), pp. 524-537.**Proceedings of the Institution of Civil Engineers: Structures and Buildings.*