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Professor Mark Bradford
Professor Mark Bradford
Professor of Civil Engineering, Scientia Professor, UNSW
Verified email at unsw.edu.au
Title
Cited by
Cited by
Year
Behaviour and design of steel structures to AS4100: Australian
N Trahair, MA Bradford
CRC Press, 2017
841*2017
Composite steel and concrete structures: fundamental behaviour: fundamental behaviour
DJ Oehlers, MA Bradford
Elsevier, 2013
6082013
In-plane stability of arches
YL Pi, MA Bradford, B Uy
International Journal of Solids and Structures 39 (1), 105-125, 2002
3152002
Elementary behaviour of composite steel and concrete structural members
D Oehlers, DJ Oehlers, MA Bradford
Elsevier, 1999
2861999
Elastic local buckling of steel plates in composite steel-concrete members
B Uy, MA Bradford
Engineering Structures 18 (3), 193-200, 1996
2431996
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
1972002
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
1952008
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
1922013
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
1752012
Lateral-Distortional buckling of steel I—Section members
MA Bradford
Journal of Constructional Steel Research 23 (1-3), 97-116, 1992
1751992
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
1622005
Slenderness limits for filled circular steel tubes
MA Bradford, HY Loh, B Uy
Journal of Constructional Steel Research 58 (2), 243-252, 2002
1592002
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
1442004
Time-dependent behavior of continuous composite beams at service loads
RI Gilbert, MA Bradford
Journal of Structural Engineering 121 (2), 319-327, 1995
1401995
Buckling of plates with different end conditions using the finite strip method
MA Bradford, M Azhari
Computers & structures 56 (1), 75-83, 1995
1381995
Composite beams with partial interaction under sustained loads
MA Bradford, RI Gilbert
Journal of Structural Engineering 118 (7), 1871-1883, 1992
1371992
Creep and shrinkage in concrete-filled steel tubes
PJ Terry, MA Bradford, RI Gilbert
Tubular structures VI, 293-298, 2021
1322021
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
1292016
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
1292006
Distortional buckling of I-beams
MA Bradford, NS Trahair
Journal of the Structural Division 107 (2), 355-370, 1981
1261981
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