Select Publications
Reports
2010, A Stress-Strain Model For Uniaxial Compression And Triaxially Confined Plain Concrete Incorporating Size Effect, The University of New South Wales, School of Civil and Environmental Engineering, Kensington,Sydney, Australia
,2010, In-Plane Buckling of Shear Deformable Circular Rings and Arches, School of Civil & Environmental Engineering, UNSW, The University of New South Wales, UNICIV Report R-459 October 2010
,2010, Nonlinear in-plane analysis of shear-deformable shallow circular arches, The University of New South Wales, Sydney, Australia, 458
,2009, Lateral Buckling of Beams with Shear Deformations - A Hyperelastic Formulation, School of Civil and Environmental Engineering The University of New South Wales, http://www.civeng.unsw.edu.au/
,2003, Finite Strain - Beam Theory
,1998, Behaviour of tied high strength concrete columns loaded in concentric compression, UNICIV Report R372, UNSW, UNICIV Report R372
,1998, Nonlinear analysis of thin-walled members of variable cross-section 1: theory, UNICIV R-369, UNSW
,1998, Nonlinear analysis of thin-walled members of varibale cross-section 2: application, UNICIV R-370, UNSW
,1998, Structural reliability and model errors for high strength concrete, Research Report 159.01.1998, University of Newcastle
,1997, An improved stress block for high strength concrete, Deptment of Civil, Surveying and Environmental Eng, The University of Newcastle
,1997, The Confinement in Eccentrically Loaded High Strength Concrete Columns, UNICIV Report R-363, School of Civil and Environmental Engineering, The University of New South Wales, Sydney
,1997, Tie confinement in eccentrically loaded high strength concrete columns, School of Civil & Environmental Engineering, UNSW, The University of New South Wales
,1995, Ductility of high strength concrete columns, UNICIV Report R-344, School of Civil Engineering, The University of New South Wales, Sydney
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