Mark Bradford
BSc BE PhD Syd., DSc UNSW, FTSE, CPEng, CEng, PEng, FIEAust, MASCE, MIStructE, MACI
Scientia Professor
Professor of Civil Engineering
Director, Centre for Infrastructure Engineering and Safety
Office Location:
CE 717 Civil Engineering Building (H20)
Phone: +61 2 9385 5014
Fax: + 61 2 9385 9747
Email: m.bradfordroberto@unsw.edujlo.au
Steel structures, composite steel-concrete structures, structural analysis, structural design, engineering mechanics.
Structures subjected to extreme actions, including fire and blast; geometric and material non-linear response of structures including arches, domes and curved beams; dynamics and elasto-dynamic buckling; numerical methods; structural retrofit; design codes.
International Journal for Numerical Methods in Engineering
Engineering Structures
Computers and Structures
Thin-Walled Structures
International Journal for Structural Stability and Dynamics
Interaction and Multiscale Mechanics
Steel and Composite Structures
Advances in Structural Engineering
Electronic Journal of Structural Engineering
Advanced Steel Construction
Transactions of the Institution of Engineers, Hong Kong
Institution of Engineers, Singapore: Civil and Structural Engineering
Australian Journal of Structural Engineering
Bradford MA, Gilbert RI, Foster SJ, Filonov A, Ratcliffe R. Strength of two-way steel fibre reinforced concrete flooring systems. ARC Linkage Project, 2009-2011.
Gilbert RI, Bradford MA, Zeuner R, Brock GR. Time-dependent in-service behaviour of composite concrete slabs with profiled steel decking. ARC Linkage Project, 2009-2011.
Hamed E, Bradford MA. Long-term behaviour of thin-walled concrete curved members strengthened with externally bonded composite materials. ARC Discovery Project, 2009-2011.
Ranzi G, Bradford MA, Kim S-H. The mechanics of shear connectors and their effects on the long-term behaviour of modern and innovative composite structures. Australia-Korea Foundation, 2009-2010.
Bradford MA, Uy B, Ranzi G, Filonov A. Time-dependent response and deformations of composite beams with innovative deep trapezoidal decks. ARC Linkage Project, 2008-2010.
Ranzi G, Bradford MA. Australia-Korea ECS&T Researcher Program. Australian Academy of Science, 2008.
Bradford MA. Time-dependent dynamic, creep and shrinkage response of curved structural members. ARC Discovery Project, 2007-2009.
Bradford MA, Gilbert RI. Nonlinear analysis and behaviour of thin concrete axisymmetric shells. ARC Discovery Project, 2006-2008.
Bradford MA. Scientific visits to North America. Australian Academy of Science, 2006.
Bradford MA. Advanced analysis, behaviour and design of steel and steel/concrete composite engineering structures subjected to elevated temperatures. ARC Federation Fellowship, 2004-2009.
Bradford MA, Uy B, Filonov A. Composite beams using fibre reinforced concrete (FRC) profiled slabs. ARC Linkage Project, 2005-2007.
Mendis PA, Bradford MA et al. Research network for engineering a secure Australia. ARC Research Network, 2005-2009.
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Book
Trahair NS, Bradford MA, Nethercot DA, Gardner L. The Behaviour and Design of Steel Structures to EC3. 4th edn. London: Taylor and Francis, 2008.
Book Chapters
Erkmen RE, Bradford MA. Moving load analysis of composite beams curved in-plan. Chapter 8 of Trends in Civil and Structural Engineering Computation, BHV Topping et al. (eds). Kippen, UK: Saxe-Coburg, 2009, 169-186.
Bradford MA, Pi Y-L. A finite curved-beam element for thermoelastic buckling analysis of elastically supported arches. Chapter 9 of Trends in Computational Structures Technology, BHV Topping & M Papadrakis (eds.). Kippen, UK: Saxe-Coburg, 2008, 197-222.
Bradford MA. Dynamic behaviour of tapered beams. Chapter 1 of Analysis and Design of Plated Structures. Volume 2: Dynamics, NE Shanmugam & CM Wang (eds.). Cambridge: Woodhead Publishing Limited, 2007, 1-35.
Bradford MA. Lateral buckling of tapered steel members. Chapter 1 of Analysis and Design of Plated Structures. Volume 1: Stability, NE Shanmugam & CM Wang (eds.). Cambridge: Woodhead Publishing Limited, 2007, 1-25.
Bradford MA, Zhang YX. A rectangular layered plate/shell element for nonlinear analysis of reinforced concrete slabs at elevated temperature. Chapter 23 of Computational Structures Technology, BHV Topping et al. (eds). Kippen, UK: Saxe-Coburg, 2006, 501-517.
Journal Articles
2009
Heidarpour A, Bradford MA. Non-linear modelling of a bi-material composite beam with partial shear interaction. International Journal of Non-Linear Mechanics 2009 44(3):290-297.
Erkmen RE, Bradford MA. Non-linear elasto-dynamic analysis of I-beams curved in-plan. International Journal of Structural Stability and Dynamics 2009 9(2):213-242.
Pi Y-L, Bradford MA. Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading. International Journal of Non-Linear Mechanics 2009 44(9):975-989.
Ranzi G, Bradford MA. Nonlinear analysis of composite beams with partial interaction by means of the direct stiffness method. Steel and Composite Structures 2009 9(2):131-158.
Ranzi G, Bradford MA. Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects. International Journal for Numerical Methods in Engineering 2009 78(5):564-586.
Heidarpour A, Bradford MA. Elastic behaviour of panel zone in steel moment frames at elevated temperatures. Journal of Constructional Steel Research 2009 65(2):489-496.
Iu CK, Bradford MA, Chen WF. Second-order inelastic analysis of composite framed structures based on the refined plastic hinge method. Engineering Structures 2009 31(3):799-813.
Vrcelj Z, Bradford MA. Inelastic restrained distortional buckling of continuous composite T-beams. Journal of Constructional Steel Research 2009 65(4):850-859.
Luu TK, Bradford MA. Thermoelastic restrained buckling of composite beams. Engineering and Computational Mechanics 2009 162(2):77-86.
Hamed E, Bradford MA, Gilbert RI. Time-dependent behaviour of spherical shallow concrete domes. Engineering Structures 2009 31(9):1919-1929.
Ranzi G, Bradford MA, Ansourian P, Filonov A, Rasmussen KJR, Hogan TJ, Uy B. Full-scale tests on composite steel-concrete beams with trapezoidal steel decking. Journal of Constructional Steel Research 2009 65(7):1490-1506.
Erkmen RE, Bradford MA Nonlinear elastic analysis of composite beams curved in-plan. Engineering Structures 2009 31(7):1613-1624.
Tong G, Pi Y-L, Bradford MA. Buckling failure of an unusual braced steel frame supporting an electric dust-catcher. Engineering Failure Analysis 2009 16(7):2400-2407.
Pi Y-L, Bradford MA, Liang S. Energy approach for dynamic buckling of an arch model under step loading with infinite duration. International Journal of Structural Stability and Dynamics 2009 10(3) (in press).
Erkmen RE, Mohareb M, Bradford MA. A formulation for torsional buckling of columns based on complementary energy. Journal of Engineering Mechanics, American Society of Civil Engineers (published online 20 May 2009).
Pi Y-L, Bradford MA, Liang S. Elasto-dynamic instability of shallow pin-ended steel arches under central step loading. International Journal of Advanced Steel Construction (accepted 11 August 2008).
Hamed E, Bradford MA, Gilbert RI. Creep buckling of imperfect thin-walled shallow concrete domes. Journal of Mechanics of Materials and Structures (accepted 6 July 2009).
Heidarpour A, Bradford MA. Generic non-linear modelling of restrained steel beams at elevated temperatures. Engineering Structures (published online 17 July 2009).
Pi Y-L, Bradford MA. In-plane thermoelastic behaviour and buckling of pin-ended and fixed circular arches. Engineering Structures (accepted 14 September 2009).
Hamed E, Bradford MA, Gilbert RI. Nonlinear long-term behaviour of spherical shallow thin-walled concrete shells of revolution. International Journal of Solids and Structures (accepted 21 September 2009).
Valipour HR, Bradford MA. A steel-concrete composite beam element with material nonlinearities and partial shear interaction. Finite Elements in Analysis and Design (accepted 28 September 2009).
2008
Pi Y-L, Bradford MA. Dynamic buckling of shallow pin-ended arches under a sudden concentrated load. Journal of Sound and Vibration 2008; 317(3-5):898-917.
Bradford MA, Roufegarinejad A. Elastic local buckling of thin-walled elliptical tubes containing elastic infill material. Interaction and Multiscale Mechanics 2008; 1(1):143-156.
Xia H, Guo W, Wu X, Pi Y-L, Bradford MA. Lateral dynamic interaction analysis of a train-girder-pier system. Journal of Sound and Vibration 2008; 318(4-5):927-942.
Pi Y-L, Bradford MA, Tin-Loi F. Nonlinear in-plane buckling of rotationally restrained shallow arches under a central concentrated load. International Journal of Non-Linear Mechanics 2008; 43(1):1-17.
Bradford MA, Pi Y-L. Elastic flexural-torsional Instability of structural arches under hydrostatic pressure. International Journal of Mechanical Sciences 2008, 50(2):143-151.
Heidarpour A, Bradford MA. Local buckling and slenderness limits for steel webs under combined bending, compression and shear at elevated temperatures. Thin-Walled Structures 2008; 46(2):128-146.
Tong G, Pi Y-L, Bradford MA, Tin-Loi F. In-plane nonlinear buckling analysis of deep circular arches incorporating transverse stresses. Journal of Engineering Mechanics, American Society of Civil Engineers 2008; 134(5):362-373.
Vrcelj Z, Bradford MA. A simple method for the inclusion of external and internal supports in the spline finite strip method (SFSM) of analysis. Computers and Structures 2008; 86(6):529-544.
Bradford MA, Luu TK, Heidarpour A. Generic nonlinear modelling of a steel beam in a frame sub-assembly at elevated temperatures. Journal of Constructional Steel Research 2008; 64(7-8):732-736.
Bradford MA, Pi Y-L, Tin-Loi F. In-plane elastic non-linear analysis of shallow circular arches with generic end restraints. Archives of Civil Engineering 2008; 54(1):59-71.
Heidarpour A, Bradford MA. Failure mechanisms for stocky webs under patch loading at elevated temperatures. Journal of Constructional Steel Research 2008; 64(10):1103-1111.
Pi Y-L, Bradford MA. Thermoelastic lateral-torsional buckling of fixed slender beams under linear temperature gradient. International Journal of Mechanical Sciences 2008; 50(7):1183-1193.
Tong G, Pi Y-L, Bradford MA, Tin-Loi F. Buckling and second order effect in dual shear flexural systems. Journal of Structural Engineering, American Society of Civil Engineers 2008; 134(11):1726-1732.
Heidarpour A, Bradford MA. Behaviour of a T-stub assembly in steel beam-to-column connections at elevated temperatures. Engineering Structures 2008; 30(10):2893-2899.
Shi G, Shi Y, Wang Y, Bradford MA. Numerical simulation of steel pretensioned bolted end-plate connections of different types and details. Engineering Structures 2008; 30(10):2677-2686.
Pi Y-L, Bradford MA, Tin-Loi F. In-plane strength of steel arches. International Journal of Advanced Steel Construction 2008; 4(4):306-322.
Erkmen RE, Bradford MA. Non-linear elasto-dynamic analysis of I-beams curved in-plan. International Journal of Structural Stability and Dynamics (accepted 6 August 2008).
Ranzi G, Bradford MA. Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects. International Journal for Numerical Methods in Engineering (Published online 18 November 2008).
Vrcelj Z, Bradford MA. Inelastic restrained distortional buckling of continuous composite T-beams. Journal of Constructional Steel Research (Published online 3 August 2008).
Heidarpour A, Bradford MA. Non-linear modelling of a bi-material composite beam with partial shear interaction. International Journal of Non-Linear Mechanics (Published online 3 December 2008).
Luu TK, Bradford MA. Thermoelastic restrained buckling of composite beams. Engineering and Computational Mechanics (accepted 5 November 2008).
Pi Y-L, Bradford MA, Liang S. Elasto-dynamic instability of shallow pin-ended steel arches under central step loading. International Journal of Advanced Steel Construction (accepted 11 August 2008).
Ranzi G, Bradford MA. Nonlinear analysis of composite beams with partial interaction by means of the direct stiffness method. Steel and Composite Structures (accepted 17 December 2008).
2007
Pi Y-L, Bradford MA, Uy B. A rational elasto-plastic spatially curved thin-walled beam element. International Journal for Numerical Methods in Engineering 2007; 70(3):253-290.
Kheradmandia K, Azhari M, Bradford MA. Local instability and free vibration of supported plates using the Basic Plate Triangle. Computational Mechanics 2007; 40(1):73-84.
Hedayati P, Azhari M, Shahide AR, Bradford MA. On the use of the Lagrange Multiplier Method for the unilateral local buckling of point-restrained plates, with application to side-plated concrete beams in structural retrofit. Structural Engineering and Mechanics 2007; 26(6):673-685.
Pi Y-L, Bradford MA, Tin-Loi F. Nonlinear analysis and buckling of elastically supported arches. International Journal of Solids and Structures 2007; 44(7-8):2401-2425.
Pi Y-L, Bradford MA. Discussion of: Effect of torsion on limiting temperature of steel structures in fire. Journal of Structural Engineering, American Society of Civil Engineers 2007; 133(7):1046-1047.
Pi Y-L, Bradford MA, Tin-Loi F, Gilbert RI. Geometric and material nonlinear analysis of elastically restrained arches. Engineering Structures 2007; 29(3):283-295.
Zhang YX, Bradford MA, Gilbert RI. A layered cylindrical quadrilateral shell element for nonlinear analysis of RC plate structures. Advances in Engineering Software 2007; 38(7):488-500.
Heidarpour A, Bradford MA. Local buckling and slenderness limits for flange outstands at elevated temperatures. Journal of Constructional Steel Research 2007; 63(5):591-598.
Ranzi G, Bradford MA. Direct stiffness analysis of a composite beam-column element with partial interaction. Computers and Structures 2007; 85(15-16):1206-1214.
Bradford MA, Wang T, Pi Y-L, Gilbert RI. In-plane stability of parabolic arches with horizontal spring supports. I. Theory. Journal of Structural Engineering, American Society of Civil Engineers 2007; 133(8):1130-1137.
Wang T, Bradford MA, Gilbert RI, Pi Y-L. In-plane stability of parabolic arches with horizontal spring supports. II. Experiments. Journal of Structural Engineering, American Society of Civil Engineers 2007; 133(8):1138-1145.
Zhang YX, Bradford MA. Analysis of moderately thick reinforced concrete slabs at elevated temperature using a rectangular layered plate element with Timoshenko Beam Functions. Engineering Structures 2007; 29(10):2751-2761.
Ranzi G, Bradford MA. Analytical solutions for elevated temperature behaviour of composite beams with partial interaction. Journal of Structural Engineering, American Society of Civil Engineers 2007; 133(6):788-799.
Ranzi G, Bradford MA. Composite beams with both longitudinal and transverse partial interaction subjected to elevated temperatures. Engineering Structures 2007; 29(19):2737-2750.
Pi Y-L, Bradford MA, Tin-Loi F. Flexural-torsional buckling of shallow arches under uniform radial loads. Thin-Walled Structures 2007; 45(3):352-362.
Uy B, Bradford MA. Composite action of structural steel beams and precast concrete slabs for the flexural strength limit state. Australian Journal of Structural Engineering 2007; 7(2):123-134.
Vrcelj Z, Bradford MA. Elastic bubble augmented spline finite strip method in analysis of continuous composite beams. Australian Journal of Structural Engineering 2007; 7(2):75-84.
Zhang YX, Bradford MA, Gilbert RI. A layered shear-flexural plate element using Timoshenko Beam Functions for nonlinear analysis of reinforced concrete plates. Finite Elements in Analysis and Design 2007; 43(11-12):888-900.
2006
Ranzi G, Bradford MA, Uy B. Analytical solutions for the creep and shrinkage response of composite beams with partial interaction. Advances in Structural Engineering 2006, 9(1):11-18.
Ranzi G, Gara F, Leoni G, Bradford MA. Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study. Computers and Structures 2006; 84(13-14):930-941.
Bradford MA, Pi Y-L (2006) Elastic lateral-torsional buckling of fixed arches. Journal of Constructional Steel Research 2006; 62(1-2):20-26.
Loh HY, Uy B, Bradford MA. The effects of partial shear connection in composite flush end plate joints Part I – Experimental study. Journal of Constructional Steel Research 2006; 62(4):378-390.
Loh HY, Uy B, Bradford MA. The effects of partial shear connection in composite flush end plate joints Part II – Analytical study and design appraisal. Journal of Constructional Steel Research 2006; 62(4):391-412.
Vrcelj Z, Bradford MA. Elastic distortional buckling of continuously restrained I-section beam columns. Journal of Constructional Steel Research 2006; 62(3):223-230.
Pi Y-L, Bradford MA, Uy B. Second order nonlinear analysis of steel-concrete members. I: Theory. Journal of Structural Engineering, American Society of Civil Engineers 2006; 132(5):751-761.
Pi Y-L, Bradford MA, Uy B. Second order nonlinear analysis of steel-concrete members. II: Applications. Journal of Structural Engineering, American Society of Civil Engineers 2006; 132(5):762-771.
Pi Y-L, Bradford MA, Trahair NS, Chen YY. A further study of flexural-torsional buckling of elastic arches. Closure in International Journal of Structural Stability and Dynamics 2006; 6(1):157-162.
Ranzi G, Bradford MA. Analytical solutions for the time-dependent behaviour of composite beams with partial interaction. International Journal of Solids and Structures 2006; 43(13):3770-3719.
Bradford MA, Zhang YX, Gilbert RI, Wang T. In-plane nonlinear analysis and buckling of tied circular arches. Advances in Structural Engineering 2006; 9(3)311-318.
Bradford MA. In-plane stability of pinned arches with elastic restraints under thermal loading. International Journal of Structural Stability and Dynamics 2006; 6(2):163-177.
Sabouri S, Abedi Nik F, Roufegarinejad A, Bradford MA. Numerical study of the nonlinear dynamic behaviour of reinforced concrete cooling towers under earthquake excitation. Advances in Structural Engineering 2006; 9(3)433-442.
Zhang YX, Bradford MA, Gilbert RI. A new triangular layered plate element for the nonlinear analysis of reinforced concrete slabs. Communications in Numerical Methods in Engineering 2006; 22(7):677-709.
Pi Y-L, Bradford MA. A rotation matrix for 3-D nonlinear analysis. Australian Journal of Mechanical Engineering 2006; 3(1):31-38.
Bradford MA. Buckling of circular steel arches subjected to fire loading. Welding in the World 2006; 50:394-399.
Wang T, Bradford MA, Gilbert RI. Creep buckling of shallow parabolic concrete arches. Journal of Structural Engineering, American Society of Civil Engineers 2006; 132(10):1641-1649.
Bradford MA. Elastic analysis of straight members at elevated temperature. Advances in Structural Engineering 2006; 9(5):611-618.
Bradford MA, Pi Y-L, Gilbert RI. Nonlinear in-plane behaviour and buckling of concrete-filled steel tubular arches. Welding in the World 2006; 50:320-325.
Bradford MA, Roufegarinejad A, Vrcelj Z. Elastic buckling of thin-walled circular tubes containing an elastic infill. International Journal of Structural Stability and Dynamics 2006; 6(4):457-474.
Bradford MA, Roufegarinejad A. Elastic buckling of thin circular tubes with an elastic infill under uniform compression. Welding in the World 2006; 50:326-331.
Bradford MA, Pi Y-L. Elastic flexural-torsional buckling of circular arches under uniform compression and effects of load height. Journal of Mechanics of Materials and Structures 2006; 1(7):1235-1256.
2005
Azhari M, Shahidi AR, Saadatpour MM, Bradford MA. Postbuckling behavior of triangular plates. American Institute of Aeronautics and Astronautics Journal 2005; 43(3):690-696.
Pi Y-L, Bradford MA. Out-of-plane strength design of fixed steel arches. Journal of Structural Engineering, American Society of Civil Engineers 2005; 131(4):560-568.
Bradford MA. Shrinkage and creep response of slender reinforced concrete columns under moment gradient: theory and test results. Magazine of Concrete Research 2005; 57(4):235-246.
Pi YL, Bradford MA, Uy B. Nonlinear analysis of members curved in space with warping and Wagner effects. International Journal of Solids and Structures 2005; 42(11-12):3147-3169.
Wang T, Bradford MA, Gilbert RI. Short term experimental study of a shallow reinforced concrete parabolic arch. Australian Journal of Structural Engineering 2005; 6(1):53-62.
Ali MSM, Oehlers DJ, Bradford MA. Debonding of steel plates adhesively bonded to the compression faces of RC beams. Construction and Building Materials 2005; 19(6):413-422.
Pi Y-L, Bradford MA, Trahair NS, Chen YY. A further study of flexural-torsional buckling of elastic arches. International Journal of Structural Stability and Dynamics 2005; 5(2):163-183.
Pi Y-L, Bradford MA, Uy B. A spatially curved-beam element with warping and Wagner Effects. International Journal for Numerical Methods in Engineering 2005; 63(9):1342-1369.
Ranzi G, Bradford MA. Time analysis of structural concrete elements using the equivalent displacement method. Materials and Structures 2005; 38(280):609-616.
Pi Y-L, Bradford MA, Chen YY. An equilibrium approach for flexural-torsional buckling of elastic steel arches. Advanced Steel Construction 2005; 1(1):47-66.
Bradford MA. Pertinent issues on the strength design of steel structures to AS4100-1998. Steel and Composite Structures 2005; 5(2-3):87-101.
Liang QQ, Uy B, Bradford MA, Ronagh HR. Strength analysis of steel-concrete composite beams in combined bending and shear. Journal of Structural Engineering, American Society of Civil Engineers 2005; 131(10):1593-1600.
Plenary and Invited Conference Articles
Bradford MA, Hamed E, Gilbert RI. Indirect straining of shallow axisymmetric domes: analysis and behaviour. International Conference on Structures and Granular Solids: From Scientific Principles to Engineering Applications, Edinburgh, Scotland, 2008, 219-229.
Bradford MA. Long span shallow steel arches subjected to fire loading. International Symposium on Innovations in Structural Steel, Singapore, 2008, 67-87.
Bradford MA, Pi Y-L. A finite curved-beam element for thermoelastic buckling analysis of elastically supported arches. Ninth International Conference on Computational Structures Technology, Athens, Greece, 2008.
Bradford MA. Long span shallow steel arches subjected to fire loading. Second International Symposium on Innovative Design of Steel Structures, Hong Kong, 2008, 143-167.
Bradford MA, Roufegarinejad A (2008) Unilateral and bilateral local buckling of thin-walled plates with built-in edges. Fifth International Conference on Thin-Walled Structures, Gold Coast, Australia, 2008, 15-28
Bradford MA, Vrcelj Z. On using Legendre polynomials and amended spline transformations in the SFSM for plate buckling analysis. Fifth International Conference on Coupled Instabilities in Metal Structures (Volume 2: Gregory J. Hancock Symposium), Sydney, Australia, 2008, 41-49.
Bradford MA, Gilbert RI. Short and long-term behaviour of concrete-filled steel tubular arches. Third International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 2007, 35.
Bradford MA, Luu TK, Heidarpour A. Numerical studies of a steel beam in a frame sub-assembly at elevated temperatures. Vietnam First International Conference on Modern Design, Construction and Maintenance of Structures, Hanoi, Vietnam, 2007, 45-52.
Bradford MA, Ranzi G. Partial interaction in composite beams at elevated temperatures. Fifth International Conference on Advances in Steel Structures, Singapore, 2006, 61-74.
Bradford MA. Restrained distortional buckling in continuous composite beams. Third International Conference on Steel and Composite Structures, Manchester, England, 2007, 37-47.
Bradford MA, Zhang YX. A rectangular layered plate/shell element for nonlinear analysis of reinforced concrete slabs at elevated temperature. Eighth International Conference on Computational Structures Technology, Las Palmas de Gran Canaria, Canary Islands, Spain, 2006.
Bradford MA, Filonov A, Hogan TJ, Uy B, Ranzi G. Strength and ductility of shear connection in composite T-beams with trapezoidal steel decking. Eighth International Conference on Steel, Space and Composite Structures, Kuala Lumpur, Malaysia, 2006, 15-26.
Bradford MA. Ductility and strength of composite T-beams with trapezoidal slabs. International Symposium on Advances in Steel and Composite Structures 2005, Hong Kong, 2005, 1-17.
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- Fellow, Australian Academy of Technological Sciences and Engineering.
- Member of editorial/advisory boards of 13 journals.
- Chairman, BD-032 Structural Steel, Standards Australia.
- Member, BD-001 Steel Structures, Standards Australia.
- Member, BD-032 Composite Construction, Standards Australia.
- Member, BD-093 Evaluation of Structures, Standards Australia.
- Principal, Advanced Structural Consulting Pty Limited.
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