By Associate Professor Mario Maria Paul Attard

Reports

Attard MM; Kim M, 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/

Attard MM, 2003, Finite Strain - Beam Theory

Liu J; Foster SJ; Attard MM, 1998, Behaviour of tied high strength concrete columns loaded in concentric compression, UNICIV Report R372, UNSW, UNICIV Report R372

Ronagh HR; Bradford MA; Attard MM, 1998, Nonlinear analysis of thin-walled members of variable cross-section 1: theory, UNICIV R-369, UNSW

Ronagh HR; Bradford MA; Attard MM, 1998, Nonlinear analysis of thin-walled members of varibale cross-section 2: application, UNICIV R-370, UNSW

Stewart MC; Attard MM, 1998, Structural reliability and model errors for high strength concrete, Research Report 159.01.1998, University of Newcastle

Attard MM; Stewart MC, 1997, An improved stress block for high strength concrete, Deptment of Civil, Surveying and Environmental Eng, The University of Newcastle

Foster SJ; Attard MM; Kokolis N, 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

Foster SJ; Attard MM; Kokolis N, 1997, Tie confinement in eccentrically loaded high strength concrete columns, School of Civil & Environmental Engineering, UNSW, The University of New South Wales

Attard MM; Foster SJ, 1995, Ductility of high strength concrete columns, UNICIV Report R-344, School of Civil Engineering, The University of New South Wales, Sydney

Theses / Dissertations

Attard MM, 1984, The Elastic Flexural-torsional Response of Thin-walled Open Beams

Creative Works (non-textual)

Longbottom CM; Bell GD; Vrcelj Z; Attard MM; Hough R, 2007, Project X: Knowing How to Run a Multidisciplinary Design Workshop

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