ORCID as entered in ROS

Select Publications
2017, The Behaviour and Design of Steel Structures to EC3: Fourth Edition, http://dx.doi.org/10.1201/9781315273518
,2016, Composite Construction in Steel and Concrete VII, Bradford MA; Uy B, (ed.), http://dx.doi.org/10.1061/9780784479735
,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
,2008, The Behaviour and Design of Steel Structures to EC3, Original, Taylor & Franics, London
,2002, Postbuckling behaviour of triangular plates, 3, School of Civil & Environmental Engineering, UNSW, Sydney Australia, http://dx.doi.org/10.2514/1.12623
,2001, The behaviour and design of steel structures to BS5950, Spon Press, London, UK, http://dx.doi.org/10.1201/9781315274430
,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
,1999, Buckling in continuous composite beams, Original, School of Civil & Environmental Engineering, UNSW, UNSW
,1999, Design of portal frame buildings 3rd ed., Original, Australian Institute of Steel Construction, Sydney
,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
,1999, Elementary behaviour of composite steel and concrete structural members, Original, Butterworth-Heinemann, Oxford
,1999, Inelastic buckling of rectangular steel plates using a Rayleigh-Ritz method, Original, School of Civil & Environmental Engineering, UNSW, UNSW
,1999, Inelastic unilateral buckling of rectangular steel plates using a Ritz-basedmethod, Original, School of Civil & Environmental Engineering, UNSW, UNSW
,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
,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
,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
,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
,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
,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
,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
,1998, The behaviour and design of steel structures to AS4100, 3rd ed., Original, E & FN Spon, London
,1997, Worked examples for steel structures, 3rd Edition, Original, Australian Institute of Steel Construction, Sydney
,1995, Steel and concrete structural members: Fundamental behaviour, Original, Pergamon Press, Oxford
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