| Behaviour and design of steel structures to AS4100: Australian N Trahair, MA Bradford CRC Press, 2017 | 945* | 2017 |
| Composite Steel and Concrete Structures: Fundamental Behaviour: Composite Steel and Concrete Structures: Fundamental Behaviour DJ Oehlers, MA Bradford Elsevier, 2013 | 610 | 2013 |
| In-plane stability of arches YL Pi, MA Bradford, B Uy International Journal of Solids and Structures 39 (1), 105-125, 2002 | 345 | 2002 |
| Elementary behaviour of composite steel and concrete structural members DJ Oehlers, MA Bradford Elsevier, 1999 | 317 | 1999 |
| Elastic local buckling of steel plates in composite steel-concrete members B Uy, MA Bradford Engineering Structures 18 (3), 193-200, 1996 | 263 | 1996 |
| Numerical simulation of steel pretensioned bolted end-plate connections of different types and details G Shi, Y Shi, Y Wang, MA Bradford Engineering Structures 30 (10), 2677-2686, 2008 | 234 | 2008 |
| Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns H Ban, G Shi, Y Shi, MA Bradford Journal of Constructional Steel Research 88, 256-266, 2013 | 227 | 2013 |
| In-plane elastic stability of arches under a central concentrated load MA Bradford, B Uy, YL Pi Journal of engineering mechanics 128 (7), 710-719, 2002 | 209 | 2002 |
| Bending, buckling and vibration of size-dependent functionally graded annular microplates LL Ke, J Yang, S Kitipornchai, MA Bradford Composite structures 94 (11), 3250-3257, 2012 | 200 | 2012 |
| Slenderness limits for filled circular steel tubes MA Bradford, HY Loh, B Uy Journal of Constructional Steel Research 58 (2), 243-252, 2002 | 195 | 2002 |
| Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors A Ataei, MA Bradford, X Liu Engineering Structures 114, 1-13, 2016 | 192 | 2016 |
| Lateral-distortional buckling of steel I—Section members MA Bradford Journal of Constructional Steel Research 23 (1-3), 97-116, 1992 | 191 | 1992 |
| Behavior of high-strength friction-grip bolted shear connectors in sustainable composite beams X Liu, MA Bradford, MSS Lee Journal of Structural Engineering 141 (6), 04014149, 2015 | 181 | 2015 |
| Strength analysis of steel–concrete composite beams in combined bending and shear QQ Liang, B Uy, MA Bradford, HR Ronagh Journal of Structural Engineering 131 (10), 1593-1600, 2005 | 178 | 2005 |
| Experimental and numerical study of steel-timber composite (STC) beams A Hassanieh, HR Valipour, MA Bradford Journal of Constructional Steel Research 122, 367-378, 2016 | 163 | 2016 |
| The effects of partial shear connection in composite flush end plate joints Part I—experimental study HY Loh, B Uy, MA Bradford Journal of Constructional Steel Research 62 (4), 378-390, 2006 | 158 | 2006 |
| A direct stiffness analysis of a composite beam with partial interaction G Ranzi, MA Bradford, B Uy International Journal for Numerical Methods in Engineering 61 (5), 657-672, 2004 | 156 | 2004 |
| Modelling of steel-timber composite connections: Validation of finite element model and parametric study A Hassanieh, HR Valipour, MA Bradford, C Sandhaas Engineering Structures 138, 35-49, 2017 | 154 | 2017 |
| Buckling of plates with different end conditions using the finite strip method MA Bradford, M Azhari Computers & structures 56 (1), 75-83, 1995 | 154 | 1995 |
| Experimental and analytical behaviour of steel-timber composite connections A Hassanieh, HR Valipour, MA Bradford Construction and Building Materials 118, 63-75, 2016 | 153 | 2016 |