Behaviour and design of steel structures to AS4100: Australian N Trahair, MA Bradford CRC Press, 2017 | 889* | 2017 |
Composite Steel and Concrete Structural Members: Composite Steel and Concrete Structures: Fundamental Behaviour DJ Oehlers, MA Bradford Elsevier, 2013 | 607 | 2013 |
In-plane stability of arches YL Pi, MA Bradford, B Uy International Journal of Solids and Structures 39 (1), 105-125, 2002 | 343 | 2002 |
Elementary behaviour of composite steel and concrete structural members DJ Oehlers, MA Bradford Elsevier, 1999 | 302 | 1999 |
Elastic local buckling of steel plates in composite steel-concrete members B Uy, MA Bradford Engineering Structures 18 (3), 193-200, 1996 | 249 | 1996 |
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 | 215 | 2013 |
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 | 213 | 2008 |
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 | 207 | 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 | 190 | 2012 |
Lateral-distortional buckling of steel I—Section members MA Bradford Journal of Constructional Steel Research 23 (1-3), 97-116, 1992 | 181 | 1992 |
Slenderness limits for filled circular steel tubes MA Bradford, HY Loh, B Uy Journal of Constructional Steel Research 58 (2), 243-252, 2002 | 179 | 2002 |
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 | 176 | 2005 |
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 | 159 | 2016 |
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 | 152 | 2004 |
Buckling of plates with different end conditions using the finite strip method MA Bradford, M Azhari Computers & structures 56 (1), 75-83, 1995 | 148 | 1995 |
Time-dependent behavior of continuous composite beams at service loads RI Gilbert, MA Bradford Journal of Structural Engineering 121 (2), 319-327, 1995 | 146 | 1995 |
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 | 145 | 2015 |
Composite beams with partial interaction under sustained loads MA Bradford, RI Gilbert Journal of Structural Engineering 118 (7), 1871-1883, 1992 | 144 | 1992 |
Creep and shrinkage in concrete-filled steel tubes PJ Terry, MA Bradford, RI Gilbert Tubular Structures, 293-298, 2021 | 141 | 2021 |
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 | 141 | 2006 |