By Emeritus Professor Mark Andrew Bradford

Books

Trahair NS; Bradford MA; Nethercot DA; Gardner L, 2017, The Behaviour and Design of Steel Structures to EC3: Fourth Edition, http://dx.doi.org/10.1201/9781315273518

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, 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, Taylor & Franics, London

Azhari M; Saadatpour MM; Shahidi AR; Bradford MA, 2002, Postbuckling behaviour of triangular plates, School of Civil & Environmental Engineering, UNSW, Sydney Australia

Trahair N; Bradford MA; Nethercot DA, 2001, The behaviour and design of steel structures to BS5950, Spon Press, London, UK

Bradford MA; Azhari M, 1999, Analysis of general quadrilateral orthotropic thick plates with arbitary boundary conditions by the Rayleigh-Ritz method, School of Civil & Environmental Engineering, UNSW, UNSW

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

Woolcock ST; Kitipornchai S; Bradford MA, 1999, Design of portal frame buildings 3rd ed., 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, School of Civil & Environmental Engineering, UNSW, UNSW

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

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

Bradford MA; Hong VM; Gilbert RI, 1999, Numerical analysis of continuous composite beams under service loading, School of Civil & Environmental Engineering, UNSW, UNSW

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, School of Civil & Environmental Engineering, UNSW, UNSW

Bradford MA; Smith ST; Oehlers DJ, 1999, Semi-compact steel plates with unilateral restraint subjected to bending, compressionand shear, School of Civil & Environmental Engineering, UNSW, UNSW

Bradford MA, 1999, Strength of compact steel beams with partial restraint, School of Civil & Environmental Engineering, UNSW, UNSW

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, School of Civil & Environmental Engineering, UNSW, UNSW

Ronagh HR; Bradford MA, 1998, Nonlinear analysis of thin-walled members of open cross-section, UNICIV Report R-371, UNSW

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, UNICIV R-366, UNSW

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

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

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

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