Low-grade glued laminated timber reinforced with FRP plate GM Raftery, AM Harte Composites Part B: Engineering 42 (4), 724-735, 2011 | 232 | 2011 |
Low-grade glued laminated timber beams reinforced using improved arrangements of bonded-in GFRP rods GM Raftery, C Whelan Construction and building materials 52, 209-220, 2014 | 163 | 2014 |
Nonlinear numerical modelling of FRP reinforced glued laminated timber GM Raftery, AM Harte Composites Part B: Engineering 52, 40-50, 2013 | 120 | 2013 |
Bond quality at the FRP–wood interface using wood-laminating adhesives GM Raftery, AM Harte, PD Rodd International Journal of Adhesion and Adhesives 29 (2), 101-110, 2009 | 119 | 2009 |
Bonding of FRP materials to wood using thin epoxy gluelines GM Raftery, AM Harte, PD Rodd International Journal of Adhesion and Adhesives 29 (5), 580-588, 2009 | 118 | 2009 |
Basalt FRP rods for reinforcement and repair of timber GM Raftery, F Kelly Composites Part B: Engineering, 2015 | 114 | 2015 |
Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression B Chen, K Roy, A Uzzaman, GM Raftery, D Nash, GC Clifton, P Pouladi, ... Thin-Walled Structures 144, 106307, 2019 | 101 | 2019 |
Axial strength of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes and plain webs B Chen, K Roy, A Uzzaman, G Raftery, JBP Lim Journal of Constructional Steel Research 174, 106313, 2020 | 89 | 2020 |
Parametric study and simplified design equations for cold-formed steel channels with edge-stiffened holes under axial compression B Chen, K Roy, A Uzzaman, GM Raftery, JBP Lim Journal of Constructional Steel Research 172, 106161, 2020 | 83 | 2020 |
FRP reinforcement of low-grade glulam timber bonded with wood adhesive GM Raftery, PD Rodd Construction and building materials 91, 116-125, 2015 | 82 | 2015 |
Moment capacity of back-to-back cold-formed steel channels with edge-stiffened holes, un-stiffened holes, and plain webs B Chen, K Roy, Z Fang, A Uzzaman, G Raftery, JBP Lim Engineering Structures 235, 112042, 2021 | 80 | 2021 |
A novel machine learning model to predict the moment capacity of cold-formed steel channel beams with edge-stiffened and un-stiffened web holes Y Dai, K Roy, Z Fang, B Chen, GM Raftery, JBP Lim Journal of Building Engineering 53, 104592, 2022 | 72 | 2022 |
Flexural behavior of timber beams strengthened with pultruded glass fiber reinforced polymer profiles M Shekarchi, AV Oskouei, GM Raftery Composite Structures 241, 112062, 2020 | 58 | 2020 |
Shear capacity of cold-formed steel channels with edge-stiffened web holes, unstiffened web holes, and plain webs B Chen, K Roy, Z Fang, A Uzzaman, CH Pham, GM Raftery, JBP Lim Journal of Structural Engineering 148 (2), 04021268, 2022 | 52 | 2022 |
A probabilistic-based method to determine optimum size of project buffer in construction schedules M Poshdar, VA González, GM Raftery, F Orozco, JS Romeo, E Forcael Journal of Construction Engineering and Management 142 (10), 04016046, 2016 | 38 | 2016 |
Characterization of process variability in construction M Poshdar, VA González, GM Raftery, F Orozco Journal of Construction Engineering and Management 140 (11), 05014009, 2014 | 36 | 2014 |
Qualification of wood adhesives for structural softwood glulam with large juvenile wood content G Raftery, A Harte, P Rodd Journal of the Institute of Wood Science 18 (1), 24-34, 2008 | 36 | 2008 |
Influence of intermediate stiffeners on axial capacity of thin-walled built-up open and closed channel section columns BGA Gurupatham, K Roy, GM Raftery, JBP Lim Buildings 12 (8), 1071, 2022 | 28 | 2022 |
Material characterisation of fast-grown plantation spruce GM Raftery, AM Harte Proceedings of the ICE: Structures and Buildings 167 (SB6), 2014 | 28 | 2014 |
A multi-objective probabilistic-based method to determine optimum allocation of time buffer in construction schedules M Poshdar, VA González, GM Raftery, F Orozco, GG Cabrera-Guerrero Automation in Construction 92, 46-58, 2018 | 27 | 2018 |