Select Publications

Books

Bradford MA; Uy B, 2016, Composite Construction in Steel and Concrete VII, Bradford MA; Uy B, (ed.), http://dx.doi.org/10.1061/9780784479735

Woolcock ST; Kitipornchai S; Bradford MA; Haddad G, 2011, Design of Portal Frame Buildings, 4th, Australian Institute of Steel Construction, Sydney, http://elibrary.steel.org.au/shadomx/apps/fms/fmsdownload.cfm?file_uuid=00BB43BE-BE5C-9728-B2DF-897476431585&siteName=asi&CFID=1249046&CFTOKEN=68757474

Bradford MA; Trahair NS; Nethercot DA; Gardner L, 2008, The Behaviour and Design of Steel Structures to EC3, Original, Taylor & Franics, London

Azhari M; Saadatpour MM; Shahidi AR; Bradford MA, 2002, Postbuckling behaviour of triangular plates, 3, School of Civil & Environmental Engineering, UNSW, Sydney Australia, http://dx.doi.org/10.2514/1.12623

Trahair N; Bradford MA; Nethercot DA, 2001, The behaviour and design of steel structures to BS5950, Spon Press, London, UK, http://dx.doi.org/10.1201/9781315274430

Bradford MA; Azhari M, 1999, Analysis of general quadrilateral orthotropic thick plates with arbitary boundary conditions by the Rayleigh-Ritz method, 7, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1002/nme.485

Bradford MA; Kemp AK, 1999, Buckling in continuous composite beams, Original, School of Civil & Environmental Engineering, UNSW, UNSW

Woolcock ST; Kitipornchai S; Bradford MA, 1999, Design of portal frame buildings 3rd ed., Original, Australian Institute of Steel Construction, Sydney

Pi YL; Bradford MA, 1999, Effects of approximations in stability and 3-D nonlinear analyses of beams of open, thin-walled cross-section, Original, School of Civil & Environmental Engineering, UNSW, UNSW

Oehlers DJ; Bradford MA, 1999, Elementary behaviour of composite steel and concrete structural members, Original, Butterworth-Heinemann, Oxford

Smith ST; Bradford MA; Oehlers DJ, 1999, Inelastic buckling of rectangular steel plates using a Rayleigh-Ritz method, Original, School of Civil & Environmental Engineering, UNSW, UNSW

Smith ST; Bradford MA; Oehlers DJ, 1999, Inelastic unilateral buckling of rectangular steel plates using a Ritz-basedmethod, Original, School of Civil & Environmental Engineering, UNSW, UNSW

Bradford MA; Hong VM; Gilbert RI, 1999, Numerical analysis of continuous composite beams under service loading, 1, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1260/1369433021502498

Azhari M; Hoshs ; Bradford MA, 1999, On the use of bubble functions in the local buckling analysis of plate structures by the spline finite strip method, 4, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1002/(SICI)1097-0207(20000610)48:4<583::AID-NME898>3.0.CO;2-A

Bradford MA; Smith ST; Oehlers DJ, 1999, Semi-compact steel plates with unilateral restraint subjected to bending, compressionand shear, 1, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1016/S0143-974X(99)00073-5

Bradford MA, 1999, Strength of compact steel beams with partial restraint, 2, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1016/S0143-974X(99)00066-8

Saaddatpour MM; Azhari M; Bradford MA, 1999, Vibration analysis of simply supported plates of general shape with internal point and line supports using the Galerkin method, 9, School of Civil & Environmental Engineering, UNSW, UNSW, http://dx.doi.org/10.1016/S0141-0296(99)00073-5

Ronagh HR; Bradford MA, 1998, Nonlinear analysis of thin-walled members of open cross-section, 4, UNICIV Report R-371, UNSW, http://dx.doi.org/10.1002/(SICI)1097-0207(19991010)46:4<535::AID-NME686>3.0.CO;2-Q

Smith ST; Bradford MA; Oehlers DJ, 1998, Numerical convergence of simple and orthogonal polynominals for the unilateral plate buckling problem using the Rayleight-Ritz Method, 11, UNICIV R-366, UNSW, http://dx.doi.org/10.1002/(SICI)1097-0207(19990420)44:11<1685::AID-NME562>3.0.CO;2-9

Trahair N; Bradford MA, 1998, The behaviour and design of steel structures to AS4100, 3rd ed., Original, E & FN Spon, London

Bradford MA; Bridge RQ; Trahair N, 1997, Worked examples for steel structures, 3rd Edition, Original, Australian Institute of Steel Construction, Sydney

Oehlers DJ; Bradford MA, 1995, Steel and concrete structural members: Fundamental behaviour, Original, Pergamon Press, Oxford

Book Chapters

Heidarpour A; Bradford MA, 2014, 'Local Thermal Stability of Flanges and Webs', in Encyclopedia of Thermal Stresses, Springer Netherlands, pp. 2801 - 2807, http://dx.doi.org/10.1007/978-94-007-2739-7_496

Pi Y-L; Bradford MA, 2014, 'Shallow Arches: Thermal Buckling', in Encyclopedia of Thermal Stresses, Springer Netherlands, pp. 4333 - 4340, http://dx.doi.org/10.1007/978-94-007-2739-7_511

Heidarpour A; Bradford MA, 2014, 'Thermal Flexural-Torsional Stability of Arches', in Encyclopedia of Thermal Stresses, Springer Netherlands, pp. 5036 - 5041, http://dx.doi.org/10.1007/978-94-007-2739-7_524

Rowe M; Bradford MA, 2013, 'Partial Shear Interaction in Deconstructable Steel-Concrete Composite Beams with Bolted Shear Connectors', in Design, Fabrication and Economy of Metal Structures, Springer Berlin Heidelberg, pp. 585 - 590, http://dx.doi.org/10.1007/978-3-642-36691-8_87

Bradford MA; Pi YL, 2012, 'Analytical non-linear stability of a continuous system as a benchmark study for computational formulations', in Topping BHV (ed.), Computational Methods for Engineering Science, edn. Original, Saxe-Coburg, Kippen, FK8 3DY, UK, pp. 351 - 362

Bradford MA; Pi YL, 2008, 'A finite curved-beam element for thermoelastic buckling analysis of elastically supported arches', in Topping BHV; Papadrakis M (ed.), Trends in Computational Structures Technology, Saxe-Coburg, Kippen, UK, pp. 197 - 222, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000259983800009&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

Bradford MA, 2008, 'Elastic Flexural-torsional Buckling of Web-tapered Fabricated Cantilevers', in Design, Fabrication and Economy of Welded Structures, Elsevier, pp. 311 - 318, http://dx.doi.org/10.1533/9781782420484.7.311

Bradford MA, 2008, 'Non-linear Behaviour of Concrete-filled Welded Steel Box-section Arches', in Design, Fabrication and Economy of Welded Structures, Elsevier, pp. 279 - 286, http://dx.doi.org/10.1533/9781782420484.6.279

Bradford MA, 2007, '1 Dynamic behaviour of tapered beams', in Analysis and Design of Plated Structures, pp. 1 - 35, http://dx.doi.org/10.1533/9781845692292.1

Shanmugam NE; Wang CM; Bradford MA; Camotim D; Silvestre N; Bebiano R; Rajasekaran S; Chang S; Leung AYT; Zhu B; Eisenberger M; Yang B; Xiang Y; Wang CM; Reddy JN; Arciniega RA; Liew KM; Kitipornchai S; Shen H-S; Huang X-L; Koh CG; Zhao SL; Utsunomiya T, 2007, 'Contributor contact details', in Analysis and Design of Plated Structures, Elsevier, pp. xi - xiii, http://dx.doi.org/10.1016/b978-1-84569-116-5.50017-7

Bradford MA, 2007, 'Dynamic Behaviour of Tapered Beams', in Shanmugam N; Wang CM (ed.), Analysis and Design of Plated Structures. Volume 2: Dynamics, Woodhead Publishing Ltd, Cambridge England, pp. 1 - 35, http://dx.doi.org/10.1533/9781845692292.1

Bradford MA, 2006, '1 Lateral buckling of tapered steel members', in Analysis and Design of Plated Structures, pp. 1 - 25, http://dx.doi.org/10.1533/9781845690960.1

Bradford MA, 2006, 'Lateral buckling of tapered steel members', in Shanmugam NE; Wang CM (ed.), Analysis and design of plated structures, Woodhead Publishing in Materials, Cambridge, England, pp. 1 - 25, http://dx.doi.org/10.1533/9781845690960.1

Bradford MA; Zhang Y, 2005, 'A rectangular layered plate-shell element for nonlinear analysis of reinforced concrete slabs at elevated temperature', in Topping BHV (ed.), Innovations in Computational Structures Technology, Saxe-Coburg Publications, Stirlingshire, UK, pp. 501 - 516, http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000248945600023&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a

PI Y; BRADFORD M; CHEN Y, 2005, 'An equilibrium approach for flexural-torsional buckling of elastic arches', in Fourth International Conference on Advances in Steel Structures, Elsevier, pp. 1471 - 1476, http://dx.doi.org/10.1016/b978-008044637-0/50219-5

BRADFORD M; PI Y, 2005, 'Flexural-torsional buckling of arches under directed or hydrostatic loads', in Fourth International Conference on Advances in Steel Structures, Elsevier, pp. 113 - 120, http://dx.doi.org/10.1016/b978-008044637-0/50015-9

Oehlers DJ; Bradford MA, 1999, 'Composite beams with service ducts', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 135 - 161, http://dx.doi.org/10.1016/b978-075063269-0/50019-9

Oehlers DJ; Bradford MA, 1999, 'Elastic analysis of composite beams', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 39 - 52, http://dx.doi.org/10.1016/b978-075063269-0/50013-8

Oehlers DJ; Bradford MA, 1999, 'Fatigue analysis of stud shear connections', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 235 - 255, http://dx.doi.org/10.1016/b978-075063269-0/50025-4

Oehlers DJ; Bradford MA, 1999, 'General fatigue analysis procedures', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 209 - 234, http://dx.doi.org/10.1016/b978-075063269-0/50024-2

Oehlers DJ; Bradford MA, 1999, 'Introduction', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 1 - 20, http://dx.doi.org/10.1016/b978-075063269-0/50011-4

Oehlers DJ; Bradford MA, 1999, 'Lateral-distortional buckling', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 199 - 208, http://dx.doi.org/10.1016/b978-075063269-0/50023-0

Oehlers DJ; Bradford MA, 1999, 'Local splitting', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 162 - 176, http://dx.doi.org/10.1016/b978-075063269-0/50020-5

Oehlers DJ; Bradford MA, 1999, 'Mechanical shear connectors', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 74 - 94, http://dx.doi.org/10.1016/b978-075063269-0/50015-1

Bradford MA; Bridge RQ, 1999, 'Members subject to axial compression', in Steel Structures - Commentary, edn. Original, Standards Australia, Sydney, pp. 56 - 64

Trahair N; Bradford MA, 1999, 'Members subject to bending', in Steel Structures - Commentary, edn. Original, Standards Australia, Sydney, pp. 28 - 55

Oehlers DJ; Bradford MA, 1999, 'Post cracking dowel strength', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 177 - 184, http://dx.doi.org/10.1016/b978-075063269-0/50021-7

Oehlers DJ; Bradford MA, 1999, 'Rigid plastic analysis of continuous composite beams', in Elementary Behaviour of Composite Steel and Concrete Structural Members, Elsevier, pp. 185 - 198, http://dx.doi.org/10.1016/b978-075063269-0/50022-9


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