| | Title | Author(s) | Year | View Count |
| 1 |  | Size effect of square concrete columns confined with CFRP wraps | Wang, ZY; Wang, DY; Smith, ST | 2012 | 60 |
| 2 |  | Influence of test configuration on the interfacial behaviour of FRP-to-metal bonds | Yang, J; Smith, ST; Feng, P | 2012 | 64 |
| 3 |  | Anchorage of FRP-to-concrete bonds with dry and impregnated FRP anchors | Smith, ST; Zhang, H | 2012 | 68 |
| 4 |  | Axial compressive behavior of concrete-filled circular GFRP-thin wall steel composite tubes | Wang, ZY; Lin, SY; Wang, DY; Smith, ST | 2012 | 50 |
| 5 |  | Ultimate strength equation for pultruded CFRP plates in fire | Wang, K; Young, B; Smith, ST | 2012 | 53 |
| 6 |  | Analytical evaluation of seismic performance of non-ductile RC frames retrofitted using CFRP composites | Wang, ZY; Wang, DY; Pan, XL; Smith, ST | 2012 | 62 |
| 7 |  | Anchorage of externally bonded FRP strengthening systems | Smith, ST | 2011 | 38 |
| 8 |  | Strength and deflection enhancement of RC slabs with anchored FRP strengthening | Smith, ST; Hu, S; Kim, SJ; Seracino, R | 2011 | 290 |
| 9 |  | Accounting for steel relaxation in prestressed concrete by finite element packages | Yip, HL; Au, FTK; Smith, ST | 2011 | 132 |
| 10 |  | An experimental study on the mechanical properties of pultruded CFRP plates at elevated temperatures | Wang, K; Young, B; Smith, ST | 2011 | 303 |
| 11 |  | Serviceability performance of prestressed concrete buildings taking into account long-term behaviour and construction sequence | Yip, HL; Au, FTK; Smith, ST | 2011 | 91 |
| 12 |  | Strengthening of concrete, metallic and timber construction materials with FRP composites | Smith, ST | 2011 | 108 |
| 13 |  | Influence of anchor embedment angle on the strength and behaviour of FRP-to-concrete joints anchored with FRP anchors | Zhang, H; Smith, ST | 2011 | 55 |
| 14 |  | An experimental investigation on strengthening single-bolted timber joints with externally bonded CFRP composites | Yang, J; Smith, ST | 2011 | 44 |
| 15 |  | The teaching of sustainable development to undergraduate engineering students at The University of Hong Kong | Smith, ST | 2010 | 124 |
| 16 |  | Effect of surface preparation on the strength of FRP-to-mild steel and FRP-to-stainless steel joints | Kim, SJ; Smith, ST; Young, B | 2010 | 130 |
| 17 |  | FRP-to-softwood joints: experimental investigation | Wan, J; Smith, ST; Qiao, PZ | 2010 | 125 |
| 18 |  | FRP-to-concrete joint assemblies anchored with multiple FRP anchors: experimental investigation | Zhang, H; Smith, ST | 2010 | 242 |
| 19 |  | Towards calculating the load-deflection response of anchored FRP-strengthened RC slabs | Smith, ST; Kim, SJ | 2010 | 133 |
| 20 |  | Fatigue behaviour of CFRP-repaired corroded RC beams | Loo, MKY; Foster, SJ; Smith, ST | 2009 | 757 |