ORCID as entered in ROS

Select Publications
2009, 'Flexural crack control in reinforced concrete', Australian Journal of Structural Engineering, 9, pp. 119 - 128
,2009, 'Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model', Engineering Structures, 31, pp. 2380 - 2391
,2009, 'Nonlinear Long-Term Behaviour of Spherical Shallow Thin-Walled Concrete Shells of Revolution', International Journal of Solids and Structures
,2009, 'Restrictions on the use of Class L reinforcement in AS3600-2009', Concrete in Australia, 35, pp. 31 - 36
,2009, 'Time-dependent and thermal behaviour of spherical shallow concrete domes', Engineering Structures, 31, pp. 1919 - 1929, http://dx.doi.org/10.1016/j.engstruct.2009.01.022
,2009, 'Time-dependent stiffness of cracked reinforced concrete elements under sustained actions', Australian Journal of Structural Engineering, 9, pp. 151 - 158
,2008, 'Closure to "tension stiffening in lightly reinforced concrete slabs" by R. Ian Gilbert', Journal of Structural Engineering, 134, pp. 1264 - 1265, http://dx.doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1264)
,2008, 'Control of flexural cracking in reinforced concrete', ACI Structural Journal, 105, pp. 301 - 307
,2008, 'Instantaneous and time-dependent deflection of reinforced concrete flexural members', Concrete Forum, Journal of Concrete Institute of Australia, 1, pp. 7 - 17
,2008, 'Revisiting the tension stiffening effect in reinforced concrete slabs', Australian Journal of Structural Engineering, 8, pp. 189 - 196
,2008, 'Tension stiffening in lightly reinforced concrete slabs', Journal of Structural Engineering - ASCE, 134, pp. 1264 - 1265, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)113:6(899
,2008, 'Time-dependent modelling of RC structures using the cracked membrane model and solidification theory', Computers and Structures, 86, pp. 1305 - 1317, http://dx.doi.org/10.1016/j.compstruc.2007.08.005
,2007, 'In-plane stability of parabolic arches with horizontal spring supports. I: Theory', Journal of Structural Engineering, 133, pp. 1130 - 1137, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:8(1130)
,2007, 'Tension stiffening in lightly reinforced concrete slabs', Journal of Structural Engineering, 133, pp. 899 - 903, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:6(899)
,2007, 'A layered cylindrical quadrilateral shell element for nonlinear analysis of RC plate structures', Advances in Engineering Software, 38, pp. 488 - 501
,2007, 'A layered shear-flexural plate/shell element using Timoshenko`s beam functions for nonlinear analysis of reinforced concrete plates', Finite Elements in Analysis and Design, 43, pp. 888 - 900
,2007, 'Effect of reinforcement type on the ductility of suspended reinforced concrete slabs', Journal of Structural Engineering - ASCE, 133, pp. 834 - 843, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:6(834
,2007, 'Geometric and material nonlinear analyses of elastically restrained arches', Engineering Structures, 29, pp. 283 - 295, http://dx.doi.org/10.1016/j.engstruct.2006.01.016
,2007, 'In-plane stability of parabolic arches with horizontal spring supports. I: Theory', Journal of Structural Engineering - ASCE, 133, pp. 1130 - 1137, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:8(1130
,2007, 'In-plane stability of parabolic arches with horizontal spring supports. II: Experiments', Journal of Structural Engineering - ASCE, 133, pp. 1138 - 1145
,2007, 'Tension stiffening in lightly reinforced concrete slabs', Journal of Structural Engineering - ASCE, 133, pp. 899 - 903, http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:6(899
,2006, 'Nonlinear in-plane behaviour and buckling of concrete-filled steel tubular arches', Welding in the World, 50, pp. 320 - 325
,2006, 'Time-dependent deflection and deformation of reinforced concrete flat slabs - An experimental study', ACI Structural Journal, 103, pp. 304
,2006, 'A new triangular layered plate element for the non-linear analysis of reinforced concrete slabs', Communications in Numerical Methods in Eginineering, V 13, 22, pp. 699 - 709, http://dx.doi.org/10.1002/cnm.840
,2006, 'Creep buckling of shallow parabolic concrete arches', Journal of Structural Engineering - ASCE, 132, pp. 1641 - 1649
,2006, 'Discussion of `Reevaluation of deflection prediction for concrete beam reinforced with steel and fiber reinforced polymer bars` by Peter H. Bischoff', Journal of Structural Engineering - ASCE, 132, pp. 1328 - 1330
,2006, 'Discussion of `Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars` by Peter H. Bischoff', Journal of Structural Engineering - ASCE, 132, pp. 1328 - 1330
,2006, 'Discussion Time-dependent deflectin and deformation of reinforced concrete flat slabs - an experiemental study', ACI Structural Journal, 103, pp. 304 - 304
,2006, 'In-plane nonlinear analysis and buckling of tied circular arches', Advances in Structural Engineering, 9, pp. 311 - 319, http://dx.doi.org/10.1260/136943306777641904
,2006, 'Inclusion of sustainability principles into the environmental engineering program at UNSW', Australian Journal of Multi-disciplinary Engineering, 5, pp. 1 - 6
,2006, 'Shear strength of fiber reinforced reactive powder concrete prestressed girders without stirrups', Journal of Advanced Concrete Technology, 4, pp. 123 - 132
,2006, 'Strain localization and its impact on the ductility of reinforced concrete slabs containing welded wire reinforcement', Advances in Structural Engineering, 9, pp. 117 - 127
,2005, '`Why low ductility reinforcement (Class L) should not be used insuspended cocnrete slabs?`', Concrete in Australia, 31, pp. 19 - 22
,2005, 'Short-term experimental study of a shallow reinforced concrete parabolic arch', Australian Journal of Structural Engineering, 6 No. 1, pp. 53 - 61
,2005, 'Time-dependent deflection and deformation of reinforced concrete flat slabs - An experimental study', ACI Structural Journal, 102, pp. 363 - 373
,2004, 'Decreased matrilysin (MMP-7) expression and matrix accumulation inhuman diabetic nephropathy: role of AGE formation', Diabetologia, 47, pp. A395 - A395
,2004, 'Design properties of materials - changes proposed for AS3600 - creep and shrinkage clauses', Concrete in Australia, 30, pp. 24 - 28
,2004, 'Modelling Time-dependent Cracking in Reinforced Concrete using Bond-slip Interface Elements', Comuters and Concrete: An International Journal, 1, pp. 151 - 168
,2004, 'Shrinkage cracking and crack control in restrained reinforced concretemembers', ACI Structural Journal, 101, pp. 840 - 845
,2004, 'Stiffness assumptions for use in the strength design of concrete structures', Australian Journal of Structural Engineering, 5, pp. 77 - 88
,2004, 'Stiffness Assumptions for Use in the Strength Design of Concrete Structures, Authors` Closure', Australian Journal of Structural Engineering, 5, pp. 217 - 220
,2003, 'Deflection by simplified calculation in AS3600-2001 - on the determination of fcs', Australian Journal of Structural Engineering, 5, pp. 61 - 71
,2003, 'Tests on RC slab reinforced with 500 MPa welded wire fabric', Australian Journal of Civil Engineering, 1, pp. 59 - 66
,2002, 'Creep and Shrinkage models for high strength concrete - proposals for inclusion in AS3600', Australian Journal of Structural Engineering, 4, pp. 95 - 106
,2002, 'Numerical analysis of continuous composite beams unders service loading', Advances in Structural Engineering, 5, pp. 1 - 12
,2001, 'Shrinkage, cracking and deflection - the serviceability of concrete structures', Electronic Journal of Structural Engineering, 1, pp. 15 - 37
,2000, 'Deflection calculation for reinforced concrete structures - Why we sometimes get it wrong. Paper by r. Ian gilbert', ACI Structural Journal, 97, pp. 793 - 795
,2000, 'The Effect of Specimen Size on the Fracture Energy and Softening Function of Concrete', Materials and Structures, pp. 309 - 316
,1999, 'Deflection calculations for reinforced concrete structures - why we sometimes get in wrong', ACI Structural Journal, 96, pp. 1027 - 1032
,1999, 'Time-dependent analysis of reinforced concrete structures using a layered finite element method', Structural Engineering and Mechanics, 8, pp. 561 - 578
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