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2006 Publications

Books and Book Chapters | Journal Papers | Conference Papers
Research Reports | Higher Degree Theses

Books and Book Chapters

  • Wilkinson T. (2006) Structural Mechanics, 1st edition, Pearson Education, Sydney, Austrlaia, ISBN 978-0-7339-8023-7.
  • Ansourian P. (2006) Buckling failure of structures consisting of curved plates. Analysis and design of plated structures. ISBN-13: 978-1-85573-967-3. Pp. 422-449.
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Journal Papers

  • Barry D A; Parlange J Y; Sander G; Li L; Jeng D; Hogarth W L. Discussion of "Closure to 'Explicit solution to Green and Ampt infiltration equation' by Sergio E. Serrano". Journal of Hydrologic Engineering, ASCE. Pp. 282-284.
  • Blair D G. Underwater acoustic imaging: image due to a specular reflector in the geometrical-acoustics limit. Journal of Marine Science and Technology. Pp.123-130.
  • Carter J P C; Nazem M; Sheng D C. Stress integration and mesh refinement for large deformation in geomechanics. International Journal for Numerical Methods in Engineering. Pp. 1002- 1027.
  • Cartwright N; Baldock T E; Nielsen P; Jeng D; Tao L. Swash-aquifer interaction in the vicinity of the water table exit point on a sandy beach. Journal of Geophysical Research (Ocean). Pp. 1- 13.
  • Einav I; Randolph M. Effect of strain rate on mobilised strength and thickness of curved shear bands. Geotechnique. Pp. 501- 504.
  • Elzein A. Laplace Boundary Element Model for the Thermoelastic Consolidation of Multilayered Media. International Journal of Geomechanics. Pp. 136- 140.
  • Elzein A. Steady-State Diffusion-Advection by Exponential Finite Elements. International Journal of Geomechanics. Pp. 428- 432.
  • Elzein A; Carter J P C; Airey D. Three-dimensional finite elements for the analysis of soil contamination using a multiple-porosity approach. International Journal for Numerical and Analytical Methods in Geomechanics. Pp. 577- 597.
  • Elzein A; Nasrallah R; Nuwayhid I. Determinants of the willingness-to-participate in an environmental intervention in a Beirut neighborhood. Environmental Management. Pp. 200- 208.
  • Elzein A; Nasrallah R; Nuwayhid I; Kai L; Makhoul J. Why do neighbours have different environmental priorities? Analysis of environmental risk perception in a Beirut neighborhood. Risk Analysis. Pp. 423- 435.
  • Gao F P; Jeng Dong; Wu X Y. Improved analysis method for wave-induced pipeline stability on sandy seabeds. Journal of Transportation Engineering ASCE. Pp. 590- 596.
  • Gara F; Ranzi G; Leoni G. Displacement-based formulations for composite beams with longitudinal slip and vertical uplift. International Journal for Numerical Methods in Engineering. Pp. 1197- 1220.
  • Gara F; Ranzi G; Leoni G. Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study. Journal of Constructional Steel Research. Pp. 917- 930.
  • Hala T; Akkari G; Elzein A; El Roueiheb R; Zena El Shemaly. Exposure of school children to environmental cigarette and narghile smoke in Beirut. European Journal of Public Health. Pp. 509- 512.
  • Jabiri N Z; Jaafari A; Gunaratnam D. Evaluating organizations environmental performance. Review of Business Research. Pp. 75- 83.
  • Jabiri N Z; Jaafari A; Gunaratnam D. Integrated asset management system A decision support system for strategic asset management. Review of Business Research. Pp. 29- 39.
  • Jabbour S; Elzein A; Nuwayhid I; Giacaman R. Can actions for better health be a vehicle for social and political reform? British Medical Journal. Pp. 837- 839.
  • Jeng D; Li J. A three-dimensional numerical model for wave-induced transient pore pressure around the head of a breakwater. International Journal of Oceans and Oceanography. Pp. 243- 257.
  • Jeng D; Mao X; Enot P; Barry D A; Li L; Binley A. Tidal influence on behaviour of a coastal aquifer adjacent to a low-relief estuary. Journal of Hydrology. Pp. 110- 127.
  • Jeng D; Williams S. Comments on 'Interaction between internal waves and a permeable seabed' by C.Y. Chen and J. R. C. Hsu. Ocean Engineering. Pp. 535- 536.
  • Lecce M; Rasmussen K J R. Distortional buckling of cold-formed stainless steel sections: Experimental investigation. Journal of Structural Engineering-Asce. Pp. 497- 504.
  • Lecce M; Rasmussen K J R. Distortional buckling of cold-formed stainless steel sections: Finite-element modelling and design. Journal of Structural Engineering-Asce. Pp. 505- 514.
  • Liu H; Sato S. A two-phase flow model for asymmetric sheetflow conditions. Coastal Engineering. Pp. 825- 843.
  • Lu J F; Jeng D. Dynamic analysis of a circular tunnel embedded in a saturated poroelastic medium and subject to moving loads. Journal of Vibration and Acoustics A.S.M.E. Pp. 750- 756.
  • Lu J F; Jeng D. Dynamic analysis of an infinite cylindrical hole in a saturated poroelastic medium. Archive of Applied Mechanics. Pp. 263- 276.
  • Lu J F;Jeng D; Nie W D. Dynamic response of a pile embedded in a porous medium and subjected to plane SH waves. Computers and Geotechnics. Pp. 404- 418.
  • Nagarajan; Gunaratnam D; Jaafari A; Blakely E. A framework for modelling community perceptions of large capital projects. Project Perspectives. Pp. 102- 106.
  • Ranzi G. Short- and long-term analyses of composite beams with partial interaction stiffened by a longitudinal plate. Steel and Composite Structures. Pp. 237- 255.
  • Ranzi G; Bradford M A; UY B. Analytical solutions for the viscoelastic response of composite beams including partial interaction. Advances in Structural Engineering. Pp. 11- 18.
  • Ranzi G; Gara F; Ansourian P. General method of analysis for composite beams with longitudinal and transverse partial interaction. Computers & Structures. Pp. 2373- 2384.
  • Ranzi G; Bradford M A. Analytical solutions for the time-dependent behaviour of composite beams with partial interaction. International Journal of Solids and Structures. Pp. 3770- 3793.
  • Ranzi G; Gara F; Leoni G; Bradford M A. Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study. Computers & Structures. Pp. 930- 941.
  • Rasmussen K J R. Bifurcation of Locally Buckled Point Symmetric Columns – Analytical Developments. Thin-walled Structures. Vol.44, Pp. 1161-1174.
  • Rasmussen K J R. Bifurcation of Locally Buckled Point Symmetric Columns – Experimental Investigations. Thin-walled Structures. Vol.44, Pp.1175-1184.
  • Rasmussen K J R. Design of slender angle section beam-columns by the direct strength method. Journal of Structural Engineering-Asce. Pp. 204- 211.
  • Trahair N; Pi Y L; Bradford M A; Chen Y Y. Closure for discussion of: "A further study of flexural-torsional buckling of elastic arches". International Journal of Structural Stability and Dynamics. Pp. 157- 162.
  • Wang J; Qi Y; Jones I S F. An analysis of the characteristics of chlorophyll in the Sulu Sea. Journal of Marine Systems. Vol.59, Pp 111-119.
  • Wu J; Ametistova L; Heron M; Lemkert C L. Finite dispersal of a separative nepheloid plume by an internal hydraulic jump in a tropical mountainous river estuary. Journal of Geophysical Research. Vol. 111, C11004.
  • Yang D; Hancock G J. Numerical simulation of high-strength steel box-shaped columns failing in local and overall buckling modes. Journal of Structural Engineering-Asc. Vol. 44. Pp. 541- 549.
  • Zhao C; Dong J; Gao F; Jeng D. Seismic responses of a hemispherical alluvial valley subjected to SV waves: A three-dimensional analytical approximation. Acta Mechanica Sinic. Pp. 547- 557.
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Conference Papers

  • Ansourian P; Ranzi G; Bradford M A. Closed form solutions for the time-dependent behaviour of prestressed composite beams with partial shear interaction. Second International fib Congress.Pp. 2- 8.
  • Ansourian P, Ranzi G, Dezi L, Zhang S. The long-term behaviour of multi-layered composite beams with partial interaction. Professor Jean-Marie Aribert Retirement Symposium.
  • Ansourian P; Ranzi G; Gara F; Leoni G. Displacement-based formulations for the partial interaction analysis of composite beams accounting for time effects. Second International fib Congress. Pp. 8- 21.
  • Badelow F; Poulos H G; Small JC; Moyes P. Economic foundation design for tall buildings. 10th International Conference on Piling and Deep Foundations. (DFI – Amsterdam.) Pp. 200- 209.
  • Bowden P; Elzein A; Airey D. Underpinning a Discipline-Specific Ethics Course. Australian Association for Professional and Applied Ethics 13th Annual Conference. Pp. 1- 13.
  • Bradford M A, Filonov A, Hogan T, Ranzi G, Uy B. Strength and ductility of shear connection in composite T-beams. 8th International Conference on Steel, Space & Composite Structures.
  • Bradford M A, Ranzi G, Ansourian P. Composite beams in frame sub-assemblages with longitudinal and transverse partial interaction at elevated temperatures. ICMS 2006.
  • Burgess P J; Sarabia D; Small J C; Poulos H G; Sinha J. Settlement behaviour of a major dam. ANCOLD (Australian National Committee on Large Dams) Conference 2006.
  • Cha D H; Blumenstein M; Zhang H; Jeng D. Improvement of an artificial neural network model using min-max preprocessing for the prediction of wave-induced seabed liquefaction. IEEE World Congress on Computational Intelligence. Pp. 9327- 9331.
  • Cha D H; Jeng D; Blumenstein M; Zhang H. Evaluation of wave-induced liquefaction in a porous seabed: Using an artificial Neural Network and a genetic algorithm-base model. The 16th (2006) International Offshore and Polar Engineering Conference (ISOPE06). Pp. 302- 308.
  • Chow H S W; Small J C. Settlement of a piled-raft foundation considering lateral pile resistance. 10th International Conference on Piling and Deep Foundations. (DFI – Amsterdam). Pp. 232- 241.
  • Chow H S W; Small J C. Analysis of piled raft foundations with piles of different lengths subjected to horizontal and vertical loads. 6th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE06. Pp. 583- 588.
  • Dezi L, Gara F, Leoni G, Ranzi G. Slab cracking during composite bridge construction: effectiveness of fractionated castings in controlling this phenomenon. 7th International Conference on Short and Medium Span Bridges.
  • Dezi L, Gara F, Leoni G, Ranzi G. The effectiveness of sequential casting in the control of cracking in steel-concrete composite bridges. 16th Workshop on Innovation in Construction (CTE).
  • Elzein A. A mass-conservation boundary condition for the modelling of contaminant transport through leaking geo-membranes. The ISSMGE's 5th International Conference on Environmental Geotechnics. Pp. 1131- 1137.
  • Finnigan T. Simulation of a biomimetic tidal current energy conversion device. The 25th International Conference on Offshore Mechanics and Arctic Engineering, ASME (OMAE2006). Pp. 1- 6.
  • Finnigan T; Caska A. Simulation of a biomimetic ocean wave energy device using blade-element theory. The 16th (2006) International Offshore and Polar Engineering Conference (ISOPE06). Pp. 423- 429.
  • Gunaratnam D; Jaafari A; Jabiri N Z. Process simulation and optimisation for project-based strategic asset management. 3rd International Conference on Project Management (ProMAC2006).
  • Jabiri N Z ; Jaafari A; Gunaratnam D. Risk analysis in strategic asset management. International Conference on Business and Information 2006.
  • Jabiri N Z; Jaafari A; Gunaratnam D. Holistic asset management through project based management approach Theory application and case study. 3rd International Conference on Project Management (ProMAC2006).
  • Jeng D; Batemo S M; Lockett E. Comparisons of ANN models for local scour around a pier. The Fifth International Conference on Engineering Computational Technology (ECT2006). Pp. 1- 15.
  • Jeng D; Liu H. Response of seabed under random wave loading. The 25th International Conference on Offshore Mechanics and Arctic Engineering ASME (OMAE2006). Pp. 1- 9.
  • Lecce M; Rasmussen K J R. Distortional buckling of stainless steel sections in compression. International Colloqium on Stability and Ductility of Steel Structures. Vol.1. Pp. 99-119.
  • Lecce M; Rasmussen K J R. Nonlinear flange curling in wide flange sections. International Colloqium on Stability and Ductility of Steel Structures. Vol.2. Pp. 655-664.
  • Li J; Jeng D. Solitary wave-induced pore pressure in marine sediment. The Seventh ISOPE Pacific/Asia Offshore Mechanics Symposium (PACOMS2006). Pp. 249- 253.
  • Liu L; Kong X; Chen J. An economic model of software development approaches. The Twelfth Australasian World Wide Web Conference. Pp. 64- 70.
  • Liu L; Yetton P. How do perceived project performance risk and management priority affect project sponsorship and project delivery capabilities? Evidence from a cross-industry survey. PMI Research Conference 2006. Pp. 1-12.
  • Ranzi G; Ansourian P. Behaviour of stiffened composite beams with partial shear interaction. 4thInternational Symposium on Steel Structures (ISSS’06).
  • Ranzi G; Ansourian P; Gara F; Leoni G. Partial interaction analysis of composite beams accounting for time effects: evaluation of displacement-based formulations. 8th International Conference on Steel-Concrete Composite and Hybrid Structures (ASCCS’2006). Pp. 331- 336.
  • Ranzi G; Ansourian P; Zhang S. Time-dependent behaviour of multi-layered composite beams with partial shear interaction. 8th International Conference on Steel-Concrete Composite and Hybrid Structures (ASCCS’2006). Pp. 324-330.
  • Ranzi G; Ansourian P; Dezi L; Zhang S. Partial interaction analysis of multi-layered composite beams accounting for time effects. 3rd European Conference on Computational Solid and Structural Mechanics (ECCM’2006). Pp. 3-17.
  • Ranzi G; Bradford M A; Ansourian P. Behaviour of composite steel-concrete beams with longitudinal and transverse partial interaction in fire. 3rd European Conference on Computational Solid and Structural Mechanics (ECCM’2006). Pp. 1-10.
  • Ranzi G, Vrcelj Z, Gara F, Leoni G Some considerations on the long-term partial interaction behaviour of composite steel-concrete beams using displacement based finite elements. Professor Jean-Marie Aribert Retirement Symposium.
  • Rasmussen K J R; Ye J; Bambach M R. Recent Advances in Cold-formed Steel Research and Design. International Conference in Metal Structures. Steel – A New and Traditional Material for Building. Pp. 73-94.
  • Reid S. Reliability-based assessment of safety for existing bridges. Seventh International Conference on Short and Medium Span Bridges. MA-007-1- MA-007-11.
  • Tsai C P; Chen H B; Jeng D; Chen K H. Wave transformation and soil response due to submerged permeable breakwater. The 25th International Conference on Offshore Mechanics and Arctic Engineering ASME (OMAE2006). Pp. 1- 6.
  • Wang Y Y; Zhang S; Geng Y; Ranzi G. Numerical simulation and research on Han River North Bridge. 8th International Conference on Steel-Concrete Composite and Hybrid Structures (ASCCS’2006). Pp. 227- 233.
  • Ward M H; Scott K; Wood G. Impact on student learning: Student evaluations of online formative assessment in fluid mechanics. ASCILITE Conference. Pp. 737- 740.
  • Wilkinson T. Classification for local buckling of cold-formed tubular members. India Australia Workshop on Cold-Formed Steel Structures.
  • Wilkinson T; Teh. L. Rotation Capacity of Hollow Section Connections. India Australia Workshop on Cold-Formed Steel Structures.
  • Wilkinson T; Cao Y. Hollow flange channel bolted web side plate connection tests. Tubular Structures XI. Pp. 559-566.
  • Wilkinson T; Zhu Y; Yang D. Behaviour of hollow flange channel sections under concentrated loads. Tubular Structures XI. Pp. 187-194.
  • Wilkinson T; Liu P; Magpayo J; Nguyen H. Increasing the Strength and Stiffness of Cold-Formed Hollow Flange Channel Sections for Web Crippling. 18th International Specialty Conference on Cold-Formed Steel Structures. Vol.1. Pp. 119-132.
  • Williams S; Jeng D. Second-order approximation to two-layer fluid system on a porous seabed. The 16th (2006) International Offshore and Polar Engineering Conference (ISOPE06). Pp. 452- 458.
  • Yaiaroon N; Reid S. Comparison of load-effects given by various Australian design trucks. Tenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-10). Pp. 87- 92.
  • Yang H; Zhang S; Ranzi G. Fire resistant behaviour of concrete-filled tubular columns with square cross-sections under three-side fire. 8th International Conference on Steel-Concrete Composite and Hybrid Structures (ASCCS’2006). Pp. 845- 852.
  • Yap D C Y; Hancock G J. Post Buckling in the Distortional Mode and Buckling Mode Interaction of Cold-Formed Thin-Walled Sections with Edge Stiffeners. 18th International Specialty Conference on Cold-Formed Steel design and Construction. Pp.71-88.
  • Yap D C Y; Hancock G J. Experimental Study of a Complex High Strength Cold-Formed Cross-Shaped Steel Section. International Colloqium on Stability and Ductility of Steel Structures. Pp. 613-621.
  • Zhu Y; Wilkinson T. Finite element analysis of structural steel elliptal hollow sections in pure compression. Tubular Structures XI. Pp. 179-186.
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