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Dr Gianluca Ranzi

Associate Professor

J05 - J05 Civil Engineering Building
The University of Sydney
Website Centre for Advanced Structural Engineering

Research interests

Associate Professor Gianluca Ranzi's work enables him to do what he loves: study new problems and share them with students and the broader community. He studies the behaviour of concrete and other building materials and contributes to the development of technical guidelines and safety standards for buildings, bridges and other infrastructure.

"Part of my current work looks at service problems that occur in the day-to-day life of a structure. For example, if you are standing inside a building you might see some cracks running over the slabs. These might be due to shrinkage, where concrete shortens as it ages and dries. Shrinkage continues to develop over time, even when the concrete seems to be completely dry. It might not be so obvious when looking at a concrete structure, but concrete is a wonderful material that keeps changing over time.

"Composite steel-concrete structures combine the advantages offered by each material, leading to efficient structural solutions. It is fascinating to study and simulate how the two components work together in a structure, and how they actually respond when tested in our laboratories.

"I am committed to developing sustainable solutions, not only through the use of more sustainable resources and waste materials, but also through structural solutions that can improve the energy efficiency of buildings.

"I keep in close contact with industry and the community, because I believe research needs to be relevant and have a positive impact on both. It is very easy to do research for the sake of it, so I am continuously engaged with different parts of our community and industry to ensure its relevance and see how the outcomes of my research can be applied, such as by delivering workshops, contributing to design guidelines and assisting the development of new products."

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Teaching and supervision

CIVL3235 - Structural Analysis
CIVL5264 - Composite Steel-Concrete Structures
CIVL5513 - Foundations of Structural Analysis
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Associations

Member, Standards Australia Committee BD-032, Composite Construction
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Selected grants

2011

  • Behaviour of lifting inserts for precast concrete construction; Ranzi G, Gilbert R, Mackay-Sim R, Gilbert R, Mackay-Sim R; Australian Research Council (ARC)/Linkage Projects (LP).
  • Time-dependent stiffness of cracked reinforced concrete; Gilbert R, Ranzi G; Australian Research Council (ARC)/Discovery Projects (DP).

2010

  • Unified analysis of steel and composite frame structures subjected to static, thermal, earthquake and blast loading; Bradford M, Ranzi G, Heidarpour A; Australian Research Council (ARC)/Discovery Projects (DP).
  • Split Hopkinson bar facility for high strain rate testing of materials; Shen L, Hoffman M, Einav I, Ranzi G, Liao X, Mai Y, Bradford M, Gilbert R, Foster S, Liu Z; Australian Research Council (ARC)/Linkage Infrastructure, Equipment and Facilities (LIEF).

2009

  • Behaviour of post-tensioned composite steel-concrete slabs; Ranzi G, Uy B, Hough R, Gowripalan S, Uy B, Gowripalan S, Gabor P; Australian Research Council/Linkage Projects (LP).
  • Time dependent response and deformation of composite beams with innovative trapezoidal decks; Ranzi G; Australian Research Council/Linkage Projects (LP).

2008

  • The mechanics of shear connectors and their effects on the long-term behaviour of modern and innovative composite structures; Ranzi G; Australia-Korea Foundation/Research Support.
  • Linkage 2007 Round One (UNSW is Administering Institution) for funding commencing January 2008 - Tim; Ranzi G; BlueScope Steel Limited/Project Support.
  • High Resolution Field Emission Scanning Electron Microscopy (FESEM) Platform for Characterisation at; Ringer S, Barton G, Ramzan I, Copeland L, Potts D, Braet F, Grillet C, Lay P, Murphy C, Cairney J, Ferry M, Eggleton B, McKenzie D, Masters A, Parker A, Overall R, Weiss A, Ruys A, Sorrell C, Ye L, Harris A, Ranzi G; Australian Research Council (ARC)/Linkage Infrastructure, Equipment and Facilities (LIEF).
  • High-Resolution Field Emission Scanning Electron Microscopy (FESEM) Platform for Characterisation at the Nanometre-Level; Cairney J, Ringer S, Braet F, Ferry M, Sorrell C, Ye L, Ruys A, Barton G, Harris A, Ranzi G, Eggleton B, Grillet C, Mckenzie D, Lay P, Masters A, Parker A, Overall R, Weiss A, Murphy C, Ramzan I, Copeland L, Potts D; Australian Research Council (ARC)/Linkage Infrastructure, Equipment and Facilities (LIEF).

2006

  • Long term behaviour of composite steel-concrete beams and its effects on composite dynamic response; Vrcelj Z, Ranzi G; Australian Research Council (ARC)/Discovery Project.
  • Novel technique for the mechanical characterisation of aluminium alloys at the micro scale by means of indentation test, imprint mapping and inverse analysis; Ranzi G; University of Sydney/Early Career Researcher.
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Selected publications

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Books

  • Gilbert, R., Ranzi, G. (2011). Time-Dependent Behaviour of Concrete Structures. Abingdon: Spon Press.
  • Ranzi, G. (2009). Laboratory procedures for structural testing. Sydney: The University Publishing Service, University of Sydney.
  • Ranzi, G. (2009). Partial interaction analysis of composite beams: a direct stiffness approach. Saarbrücken, Germany: VDM Verlag Dr Muller.

Book Chapters

  • Kong, Y., Shen, L., Proust, G., Ranzi, G. (2011). Interface structure and mechanical properties of the nanolayered Al/Pd thin films. In Jinghong Fan, Junqian Zhang, Haibo Chen, Zhaohui Jin (Eds.), Advances in Heterogeneous Material Mechanics, (pp. 84-87). USA: DEStech Publications Inc.

Journals

  • Tahmasebinia, F., Ranzi, G., Zona, A. (2012). A probabilistic three-dimensional finite element study on simply-supported composite floor beams. Australian Journal of Structural Engineering, 12(3), 251-262.
  • Tahmasebinia, F., Ranzi, G., Zona, A. (2012). Beam tests of composite steel-concrete members: A three-dimensional finite element model. International Journal of Steel Structures, 12(1), 37-45.
  • (Loo Chin) Moy, C., Weiss, M., Xia, J., Sha, G., Ringer, S., Ranzi, G. (2012). Influence of heat treatment on the microstructure, texture and formability of 2024 aluminium alloy. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 552(30 August 2012), 48-60.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2012). Long-term experiments on composite beams and connections. Magazine of Concrete Research, 64(9), 849-861.
  • Ranzi, G., Zona, A. (2012). Service and ultimate behaviour of composite steel-concrete beams subjected to combined bending and shear. Concrete in Australia, 38(4), 33-40.
  • Geng, Y., Ranzi, G., Wang, Y., Zhang, S. (2012). Time-dependent behaviour of concrete-filled steel tubular columns: analytical and comparative study. Magazine of Concrete Research, 64(1), 55-69.
  • Ranzi, G., Luongo, A. (2011). A new approach for thin-walled member analysis in the framework of GBT. Thin Walled Structures, 49(11), 1404-1414.
  • Kong, Y., Shen, L., Proust, G., Ranzi, G. (2011). Al-Pd interatomic potential and its application to nanoscale multilayer thin films. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 530(1), 73-86.
  • Zona, A., Ranzi, G. (2011). Finite element models for nonlinear analysis of steel-concrete composite beams with partial interaction in combined bending and shear. Finite Elements in Analysis and Design, 47(2), 98-118.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Full-scale long-term and ultimate experiments of simply-supported composite beams with steel deck. Journal of Constructional Steel Research, 67(10), 1658-1676.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Full-scale long-term experiments of simply supported composite beams with solid slabs. Journal of Constructional Steel Research, 67(3), 308-321.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2011). Identification of the material properties of Al 2024 alloy by means of inverse analysis and indentation tests. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 529, 119-130.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2011). Indentation and imprint mapping for the identification of material properties in multi-layered systems. Computational Materials Science, 50(5), 1681-1691.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Long-term experiments of composite steel-concrete beams. Procedia Engineering, 14, 2807-2814.
  • (Loo Chin) Moy, C., Ranzi, G., Petersen, T., Ringer, S. (2011). Macroscopic electrical field distribution and field-induced surface stresses of needle-shaped field emitters. Ultramicroscopy, 111(6), 397-404.
  • Gara, F., Ranzi, G., Leoni, G. (2011). Partial interaction analysis with shear-lag effects of composite bridges: a finite element implementation for design applications. Advanced Steel Construction: an international journal, 7(1), 1-16.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Shrinkage effects on the flexural stiffness of composite beams with solid concrete slabs: an experimental study. Engineering Structures, 33(4), 1302-1315.
  • Gara, F., Ranzi, G., Leoni, G. (2011). Simplified method of analysis accounting for shear-lag effects in composite bridge decks. Journal of Constructional Steel Research, 67(10), 1684-1697.
  • Tahmasebinia, F., Ranzi, G. (2011). Three-Dimensional FE Modelling of Simply-Supported and Continuous Composite Steel-Concrete Beams. Procedia Engineering, 14, 434-441.
  • Wang, Y., Geng, Y., Ranzi, G., Zhang, S. (2011). Time-dependent behaviour of expansive concrete-filled steel tubular columns. Journal of Constructional Steel Research, 67(3), 471-483.
  • Ranzi, G., Dall Asta, A., Ragni, L., Zona, A. (2010). A geometric nonlinear model for composite beams with partial interaction. Engineering Structures, 32(5), 1384-1396.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2010). A method to extract materials properties from multilayer material systems. Materials Science Forum, 654-656, 2775-2778.
  • Gilbert, R., Ranzi, G. (2010). Design of reinforced concrete for deflection control. Concrete in Australia, 36(2), 20-26.
  • (Loo Chin) Moy, C., Cairney, J., Ranzi, G., Jahedi, M., Ringer, S. (2010). Investigating the microstructure and composition of cold gas-dynamic spray (CGDS) Ti powder deposited on Al 6063 substrate. Surface and Coatings Technology, 204, 3739-3749.
  • Gara, F., Ranzi, G., Leoni, G. (2010). Short- and Long-term Analytical Solutions for Composite Beams with Partial Interaction and Shear-lag Effects. International Journal of Steel Structures, 10(4), 359-372.
  • Ranzi, G., Bradford, M. (2009). Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects. International Journal for Numerical Methods in Engineering, 78(5), 564-586.
  • Ranzi, G., Bradford, M., Ansourian, P., Filonov, A., Rasmussen, K., Hogan, T., Uy, B. (2009). Full-scale tests on composite steel-concrete beams with steel trapezoidal decking. Journal of Constructional Steel Research, 65(7), 1490-1506.
  • Ranzi, G., Bradford, M. (2009). Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method. Steel and Composite Structures: an international journal, 9(2), 131-158.
  • Gara, F., Ranzi, G., Leoni, G. (2008). Analysis of the Shear Lag Effect in Composite Bridges with Complex Static Schemes by means of a Deck Finite Element. International Journal of Steel Structures, 8(4), 249-260.
  • Ranzi, G. (2008). Locking problems in the partial interaction analysis of multi-layered composite beams. Engineering Structures, 30(10), 2900-2911.
  • Ranzi, G., Zona, A. (2007). A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component. Engineering Structures, 29(11), 3026-3041.
  • Ranzi, G., Bradford, M. (2007). Analytical Solutions for Elevated-Temperature Behavior of Composite Beams with Partial Interaction. Journal of Structural Engineering, 133(6), 788-799.
  • Guo, L., Zhang, S., Kim, W., Ranzi, G. (2007). Behavior of square hollow steel tubes and steel tubes filled with concrete. Thin Walled Structures, 45(12), 961-973.
  • Ranzi, G., Bradford, M. (2007). Composite Beams with Both Longitudinal and Transverse Partial Interaction Subjected to Elevated Temperatures. Engineering Structures, 29(10), 2737-2750.
  • Ranzi, G., Bradford, M. (2007). Direct stiffness analysis of a composite beam-column element with partial interaction. Computers and Structures, 85(15-16), 1206-1214.
  • Ranzi, G., Gara, F., Leoni, G., Bradford, M. (2006). Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study. Computers and Structures, 84(13-14), 930-941.
  • Ranzi, G., Bradford, M. (2006). Analytical solutions for the time dependent behaviour of composite beams with partial interaction. International Journal of Solids and Structures, 43(13), 3770-3793.
  • Ranzi, G., Bradford, M., Uy, B. (2006). Analytical solutions for the viscoelastic response of composite beams including partial interaction. Advances in Structural Engineering, 9(1), 11-18.
  • Gara, F., Ranzi, G., Leoni, G. (2006). Displacement-based formulations for composite beams with longitudinal slip and vertical uplift. International Journal for Numerical Methods in Engineering, 65(8), 1197-1220.
  • Ranzi, G., Gara, F., Ansourian, P. (2006). General method of analysis for composite beams with longitudinal and transverse partial interaction. Computers and Structures, 84(31-32), 2373-2384.
  • Ranzi, G. (2006). Short- and long-term analyses of composite beams with partial interaction stiffened by a longitudinal plate. Steel and Composite Structures: an international journal, 6(3), 237-255.
  • Gara, F., Ranzi, G., Leoni, G. (2006). Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study. Journal of Constructional Steel Research, 62(9), 917-930.
  • Ranzi, G., Bradford, M. (2005). Time analysis of structural concrete elements using the equivalent displacement method. Materials and Structures, 38(280), 609-616.
  • Ranzi, G., Bradford, M., Uy, B. (2004). A Direct Stiffness Analysis Of A Composite Beam With Partial Interaction. International Journal for Numerical Methods in Engineering, 61(5), 657-672.
  • Ranzi, G., Bradford, M., Uy, B. (2003). A general method of analysis of composite beams with partial interaction. Steel and Composite Structures: an international journal, 3(3), 169-184.
  • Ranzi, G., Kneen, P. (2003). Design Capacity tables - pinned column base plates. Steel Construction, 37(1), 25-30.
  • Ranzi, G., Kneen, P. (2003). Design of column and beam splices. Steel Construction, 37(1), 1-24.
  • Ranzi, G., Kneen, P. (2002). Design of pinned column base. Steel Construction, 36(2), 1-53.

Conferences

  • Ranzi, G. (2013). An experimental study on the shrinkage and ultimate behaviour of post-tensioned composite slabs. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Ranzi, G., Ostinelli, A., Uy, B. (2013). An experimental study on the shrinkage and ultimate behaviour of post-tensioned composite slabs. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Rahman, M., Ostinelli, A., Ranzi, G., Gilbert, R. (2013). Instantaneous and long-term behaviour of cracked reinforced concrete slabs prepared with different curing conditions. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Castel, A., Gilbert, R., Foster, S., Ranzi, G. (2013). Modelling of reinforced concrete beam response to repeated loading including steel-concrete interface damage. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Li, L., Shen, L., Proust, G., Moy, C., Ranzi, G. (2012). A crystal plasticity representative volume element model for simulating nanoindentation of aluminium alloy 2024. The 4th International Conference on Computational Methods (ICCM2012), Gold Coast: ICCM2012 Organising Committee.
  • Ranzi, G., Al-Deen, S., Uy, B. (2012). An experimental study on the service and ultimate behaviour of post-tensioned composite slabs. 18th International Association for Bridge and Structural Engineering (IABSE) Congress, Seoul: 18th IABSE Congress.
  • Ranzi, G., Leoni, G., Zandonini, R. (2012). Long-Term Behaviour of Composite Steel-Concrete Structures: An Overview of the State of the Art. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Ranzi, G., Ambrogi, L., Al-Deen, S., Uy, B. (2012). Long-term Experiments of Post-tensioned Composite Slabs. 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, Chennai: Research Publishing.
  • Castel, A., Gilbert, R., Ranzi, G., Foster, S. (2012). Numerical modeling of reinforced concrete beam response to repeated loading including steel-concrete interface damage. International Conference on Numerical Modeling Strategies for Sustainable Concrete Structures (SSCS 2012), Paris: Association Française de Génie Civil.
  • Ansourian, P., Ranzi, G., Zona, A. (2012). Partial interaction analyses of composite steel-concrete girders subjected to combined bending and shear. Sixth International Conference on Bridge Maintenance, Safety, Management, Resilience and Sustainability (IABMAS 2012), London: Taylor & Francis.
  • Geng, Y., Wu, X., Wang, Y., Ranzi, G. (2012). Time effects on the static response of concrete filled steel tubular arch bridges. The 14th International Symposium on Tubular Structures (ISTS14), Leiden: CRC Press.
  • Ranzi, G., Gilbert, R. (2011). A practical approach for the analysis of concrete members subjected to temperature gradients. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Design considerations for the long-term behaviour of composite steel-concrete beams. 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), Singapore, Singapore: Research Publishing Services.
  • Gilbert, R., Ranzi, G. (2011). In-service deformations of reinforced concrete columns in biaxial bending. 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong, China: Department of Building and Construction, City University of Hong Kong.
  • Ranzi, G., Al-Deen, S., Hollingum, S., Hone, T., Gowripalan, S., Uy, B. (2011). Post-tensioned composite slabs: an experimental study. Concrete 2011 – Building a sustainable future.
  • Al-Deen, S., Ranzi, G., Gilbert, R., Mackay-Sim, R. (2011). Tensile tests on edge-lifting anchors inserted in precast concrete panels. Concrete 2011 – Building a sustainable future.
  • Ansourian, P., Ranzi, G., Zona, A. (2011). The effects of the shear deformability of composite beams on their long-term and ultimate behaviour. The 2011 International Conference on Advances in Structural Engineering and Mechanics (ASEM '11).
  • Tahmasebinia, F., Ranzi, G. (2011). Three dimensional finite element modeling of composite floor beams. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • Tahmasebinia, F., Ranzi, G. (2011). Three-dimensional FE modelling of simply-supported and continuous composite steel-concrete beams. 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong, China: Department of Building and Construction, City University of Hong Kong.
  • Gilbert, R., Ranzi, G. (2011). Time-dependent analysis of reinforced concrete sections subjected to axial compression and biaxial bending. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2010). A method to extract material properties from multilayer metallic systems. 7th Pacific Rim International Conference on Advanced Materials and Processing, Switzerland: Trans Tech Publications.
  • Shen, L., Proust, G., Ranzi, G. (2010). An atomistic study of dislocation-solute interaction in Mg-Al alloys. 9th World Congress on Computational Mechanics and 4th Asian Pacific Congress on Computational Mechanics WCCM-APCOM 2010, Bristol, UK: IOP Publishing.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2010). Long Term Experiments On Composite Floor Systems: Members With Continuous Configuration And Subjected To Hogging Moment With Composite Connections. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Al-Deen, S., Ranzi, G., Zona, A., Vrcelj, Z. (2010). Long-Term and Ultimate Experiments on Composite Steel Concrete Beams Designed with Partial Shear Connection. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Shayan, S., Al-Deen, S., Ranzi, G., Vrcelj, Z. (2010). Long-term Behaviour of Composite Concrete Slabs: An Experimental Study. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Zona, A., Ranzi, G. (2010). Nonlinear Analysis of Composite Beams with Partial Interaction Including the Combined Effects of Bending and Shear. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Ansourian, P., Ranzi, G., Zona, A. (2010). Partial interaction behaviour of composite steel-concrete members at elevated temperatures accounting for geometric nonlinearities. Cost Action C26, London: CRC Press.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2009). An experimental study on the long-term behaviour of full-scale composite steel-concrete beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Gara, F., Ranzi, G., Leoni, G. (2009). Analysis of the shear-lag effect in steel-concrete cable stayed bridges by means of deck finite elements. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Gara, F., Ranzi, G., Leoni, G. (2009). Analytical design equations for the calculation of the effective width for the analysis of composite steel-concrete bridge decks. The 5th International Symposium on Steel Structures ISSS '09. Korean Society of Steel Construction.
  • Wilkinson, T., Ranzi, G., Williams, P., Edwards, M. (2009). Bolt prying in hollow section base plate connections. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Ranzi, G., Vrcelj, Z. (2009). Closed form solutions for the long-term analysis of composite steel-concrete members subjected to non-uniform shrinkage distributions. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • (Loo Chin) Moy, C., Ansourian, P., Ranzi, G. (2009). Closed form solutions for the long-term behaviour of prestressed composite steel-concrete beams. 9th International Conference on Steel Concrete Composite and Hybrid Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2009). Design expressions for the effective width of composite steel-concrete members. 24th Biennial Conference of the Concrete Institute of Australia, Australia: Concrete Institute of Australia.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2009). Mechanical characterization of material properties using instrumented indentation experiments. 4th International Light Metals Technology Conference, Stafa-Zurich: Trans Tech Publications.
  • Ranzi, G., Dall Asta, A., Ragni, L., Zona, A. (2009). The behaviour of composite steel-concrete members accounting for partial interaction and geometric nonlinearities. Progress in Structural Stability and Dynamics: A Symposium for International Journal of Structural Stability and Dynamics, Hong Kong: Hong Kong Institute of Steel Construction.
  • Ranzi, G., Zona, A. (2009). The effects of shear deformations of the steel member on the behaviour of composite steel-concrete bridges. The 5th International Symposium on Steel Structures ISSS '09. Korean Society of Steel Construction.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2008). Analytical and numerical model for the time-dependent behaviour of composite steel-concrete members with longitudinal and transverse partial interaction. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Vrcelj, Z., Bradford, M., Ranzi, G. (2008). Buckling of continuous steel-concrete T-beams with partial interaction caused by shrinkage and creep of the slab. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Zona, A., Vrcelj, Z. (2008). Effects of the shear deformability of the steel member in the short- and long-term partial interaction analysis of steel-concrete composite beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2008). Experimental study on the long-term behaviour of full-scale composite steel-concrete beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • (Loo Chin) Moy, C., Ansourian, P., Ranzi, G. (2008). General analytical solutions for prestressed steel-concrete composite beams with partial interaction accounting for time effects. The 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), P O Box 33, Yuseong, Daejeon 305-600, Korea: Techno-Press.
  • Bradford, M., Ranzi, G. (2008). Performance of composite beams subject to fire attack. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Geng, Y., Ranzi, G., Zhang, S., Wang, Y. (2008). Time-dependent behaviour of concrete-filled steel tubular columns: a comparative study using different concrete models. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Williams, P., Edwards, M., Wilkinson, T., Ranzi, G. (2008). Uplift Tests on Steel Hollow Section Baseplate Connections on Concrete Footings. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Vrcelj, Z., Ansourian, P., Gara, F., Leoni, G. (2007). A generic modelling for the time-dependent behaviour of composite steel-concrete members with longitudinal and transverse partial interaction. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Zona, A. (2007). A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component. 3rd International Conference on Steel and Composite Structures (ICSCS'07). CRC Press/Balkema.
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2007). Analysis of the shear-lag effect in composite bridges with complex static scheme by means of beam elements. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • Ansourian, P., Ranzi, G. (2007). Behaviour of composite beams stiffened by a longitudinal plate accounting for time effects. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Gara, F., Leoni, G., Ranzi, G. (2007). Implementation of a beam element including shear-lag in the analysis of bridges with complex static scheme. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Ansourian, P., Ranzi, G., Gara, F., Leoni, G. (2007). Longitudinal and transverse partial interaction analysis of composite beams accounting for time effects and shear-lag effects. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Bradford, M., Ranzi, G. (2007). Partial interaction in composite beams at elevated temperatures. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Vrcelj, Z., Ranzi, G., Bradford, M. (2007). Restrained distortional buckling of the steel joist in a composite steel-concrete bridge girder subjected to negative bending. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Rasmussen, K., Ranzi, G. (2007). Strength of concrete-filled stainless steel tubes under impact loading. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Yang, H., Zhang, S., Ranzi, G. (2007). Temperature distribution and fire resistance of concrete-filled steel tubular columns under three-side fire. Pacific Structural Steel Conference 2007 - Steel Structures in Natural Hazards (PSSC 2007), New Zealand: New Zealand Heavy Engineering Research Association and Steel Construction New Zealand.
  • Ranzi, G., Ansourian, P. (2006). A generic modelling of multi-layered composite beams with partial interaction. 4th International Conference on Advances in Steel Structures (ICASS'05), Great Britain: Elsevier.
  • Ranzi, G., Bradford, M., Ansourian, P. (2006). BEHAVIOUR OF COMPOSITE STEEL-CONCRETE BEAMS WITH LONGITUDINAL AND TRANSVERSE PARTIAL INTERACTION IN FIRE. III European Conference on Computational Mechanics Solids, Structures and Coupled Problems in Engineering (ECCM 2006), Netherlands: Springer.
  • Ranzi, G., Ansourian, P. (2006). Behaviour of stiffened composite beams with partial shear interaction. 4th International Symposium on Steel Structures (ISSS'06). KSSC.
  • Ansourian, P., Ranzi, G., Bradford, M. (2006). Closed-form Solutions for the Time-Dependent Behaviour of Prestressed Composite Beams with Partial Interaction. Second International fib (CEB*FIB) Congress (2006), Italy: doppiavoce.
  • Bradford, M., Ranzi, G., Ansourian, P. (2006). Composite beams in frame sub-assemblages with longitudinal and transverse partial interaction at elevated temperatures. Second International Congress on Mathematical Software (ICMS2006). ICMS.
  • Ansourian, P., Ranzi, G., Gara, F., Leoni, G. (2006). Displacement-based Formulations for the Partial Interaction Analysis of Composite Beams Accounting for Time Effects. Second International fib (CEB*FIB) Congress (2006), Italy: doppiavoce.
  • Yang, H., Zhang, S., Ranzi, G. (2006). Fire resistant behavior of concrete-filled steel tubular columns with square cross-sections under three-side fire. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Wang, Y., Zhang, S., Geng, Y., Ranzi, G. (2006). Numerical simulation and research on Han River North Bridge. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G. (2006). Partial interaction analysis of composite beams accounting for time effects: evaluation of displacement-based formulations. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Ansourian, P., Dezi, L., Zhang, S. (2006). PARTIAL INTERACTION ANALYSIS OF MULTI-LAYERED COMPOSITE BEAMS ACCOUNTING FOR TIME EFFECTS. III European Conference on Computational Mechanics Solids, Structures and Coupled Problems in Engineering (ECCM 2006), Netherlands: Springer.
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2006). Slab cracking during composite bridge construction: effectiveness of fractionated castings in controlling this phenomenon. 7th International Conference on Short and Medium Span Bridges 2006, Montreal, Quebec, Canada: Curran Associates, Inc.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2006). Some considerations on the long-term partial interaction behaviour of composite steel-concrete beams using displacement based finite elements. ICMS 2006 INTERNATIONAL CONFERENCE ON METAL STRUCTURES 2006: "STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING", London, UK: CRC Press/Balkema.
  • Bradford, M., Filonov, A., Hogan, T., Ranzi, G., Uy, B. (2006). Strength and ductility of shear conection in composite T-beams. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2006). The effectiveness of sequential casting in the control of cracking in steel-concrete composite bridges. 16th Workshop on Innovation in Construction (CTE).
  • Ansourian, P., Ranzi, G., Dezi, L., Zhang, S. (2006). The long-term behaviour of multi-layered composite beams with partial interaction. Professor Jean-Marie Aribert Retirement Symposium, France.
  • Ranzi, G., Ansourian, P., Zhang, S. (2006). Time-dependent behaviour of multi-layered composite beams with partial shear interaction. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G., Dezi, L. (2005). A generic modeling of composite beams with longitudinal and vertical partial interaction.
  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G., Dezi, L. (2005). A generic modelling of composite beams with longitudinal and vertical partial interaction. 4th International Conference on Advances in Steel Structures (ICASS'05), Great Britain: Elsevier.
  • Ranzi, G. (2005). Analytical solutions for the analysis of prestressed composite beams with partial shear interaction. 3rd International Symposium on Steel Structures (ISSS '05), Korea: KSSC.
  • Ranzi, G., Bradford, M., Uy, B. (2005). Analytical solutions for the creep and shrinkage response of composite beams with partial interaction. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.
  • Wilyman, K., Ranzi, G., Hadenham, C. (2005). Design and Detailing of an Industrial Steel Structure Supporting Large Storage Bins. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Ranzi, G., Gara, F., Leoni, G. (2005). Long-Term Analysis of Composite Beams with Partial Shear Interaction: A Comparative Study Using Available Modeling Techniques. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Ranzi, G. (2005). Partial interaction analysis of composite beams with a discrete distribution of shear connectors. 4th European Conference on Steel and Composite Structures - Eurosteel2005, Aachen, Germany: Druckand Verlagshaus Mainz GmbH Aachen.
  • Ranzi, G., Ansourian, P. (2005). Partial interaction analysis of multi-layered composite beams.
  • Ranzi, G., Ansourian, P. (2005). Stiffness analysis of prestressed composite beams with partial shear interaction. 3rd International Symposium on Steel Structures (ISSS '05), Korea: KSSC.
  • Ranzi, G., Gara, F., Leoni, G. (2005). Time-dependent analysis of composite beams with partial shear interaction: a comparative study using available modelling techniques. Australian Structural Engineering Conference (ASEC-2005), Sydney, Australia: Institute of Engineers Australia.
  • Ranzi, G., Bradford, M. (2004). A Generic Analytical Solution For Creep And Partial Interaction In Composite Beams. 2nd International Conference on Steel & Composite Structures (ICSCS?04), Korea: Techno-Press.
  • Bradford, M., Ranzi, G., Uy, B. (2004). A Generic Modelling Of Concrete-Steel Composite Beams With Partial Interaction. fib 2004 Symposium: Segmental Construction in Concrete, Kolkata, India: Institution of Engineers (India).
  • Ranzi, G. (2004). Analysis Of Composite Beams With Partial Shear Interaction Using The Direct Stiffness Method And The Principle Of Virtual Work. 3rd International Conference on Advances in Structural Engineering and Mechanics (ASEM'04). Techno-Press.
  • Ranzi, G., Bradford, M. (2004). Closed Form Solutions For The Time-Dependent Behaviour Of Composite Beams With Paryial Interaction. 17th Engineering Mechanics Conference, USA: American Society of Civil Engineers (ASCE).
  • Ranzi, G., Bradford, M., Gara, F., Leoni, G. (2004). Partial Interaction Analysis Of Composite Beams By Means Of The Finite Difference Method, The Finite Element Method, The Direct Stiffness Method And The Analytical Solution: A Comparative Study. 7th International Conf. on Computational Structures Technology, Stirling, Scotland: Civil-Comp Press.
  • Ranzi, G., Bradford, M., Uy, B. (2003). A direct stiffness technique for the analysis of concrete-steel composite beams. EURO-C 2003 Conference on Computational Modelling of Concrete Structures, France: Lavoisier.
  • Wilyman, K., Ranzi, G. (2001). Dynamic behaviour of a piled foundation supporting a coal crushing mill. Australasian Structural Engineering Conference, Auckland: Structural Engineering.

2013

  • Ranzi, G. (2013). An experimental study on the shrinkage and ultimate behaviour of post-tensioned composite slabs. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Ranzi, G., Ostinelli, A., Uy, B. (2013). An experimental study on the shrinkage and ultimate behaviour of post-tensioned composite slabs. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Rahman, M., Ostinelli, A., Ranzi, G., Gilbert, R. (2013). Instantaneous and long-term behaviour of cracked reinforced concrete slabs prepared with different curing conditions. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.
  • Castel, A., Gilbert, R., Foster, S., Ranzi, G. (2013). Modelling of reinforced concrete beam response to repeated loading including steel-concrete interface damage. 22nd Australasian Conference on the Mechanics of Structures and Materials, Leiden: CRC Press/Balkema.

2012

  • Li, L., Shen, L., Proust, G., Moy, C., Ranzi, G. (2012). A crystal plasticity representative volume element model for simulating nanoindentation of aluminium alloy 2024. The 4th International Conference on Computational Methods (ICCM2012), Gold Coast: ICCM2012 Organising Committee.
  • Tahmasebinia, F., Ranzi, G., Zona, A. (2012). A probabilistic three-dimensional finite element study on simply-supported composite floor beams. Australian Journal of Structural Engineering, 12(3), 251-262.
  • Ranzi, G., Al-Deen, S., Uy, B. (2012). An experimental study on the service and ultimate behaviour of post-tensioned composite slabs. 18th International Association for Bridge and Structural Engineering (IABSE) Congress, Seoul: 18th IABSE Congress.
  • Tahmasebinia, F., Ranzi, G., Zona, A. (2012). Beam tests of composite steel-concrete members: A three-dimensional finite element model. International Journal of Steel Structures, 12(1), 37-45.
  • (Loo Chin) Moy, C., Weiss, M., Xia, J., Sha, G., Ringer, S., Ranzi, G. (2012). Influence of heat treatment on the microstructure, texture and formability of 2024 aluminium alloy. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 552(30 August 2012), 48-60.
  • Ranzi, G., Leoni, G., Zandonini, R. (2012). Long-Term Behaviour of Composite Steel-Concrete Structures: An Overview of the State of the Art. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Ranzi, G., Ambrogi, L., Al-Deen, S., Uy, B. (2012). Long-term Experiments of Post-tensioned Composite Slabs. 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, Chennai: Research Publishing.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2012). Long-term experiments on composite beams and connections. Magazine of Concrete Research, 64(9), 849-861.
  • Castel, A., Gilbert, R., Ranzi, G., Foster, S. (2012). Numerical modeling of reinforced concrete beam response to repeated loading including steel-concrete interface damage. International Conference on Numerical Modeling Strategies for Sustainable Concrete Structures (SSCS 2012), Paris: Association Française de Génie Civil.
  • Ansourian, P., Ranzi, G., Zona, A. (2012). Partial interaction analyses of composite steel-concrete girders subjected to combined bending and shear. Sixth International Conference on Bridge Maintenance, Safety, Management, Resilience and Sustainability (IABMAS 2012), London: Taylor & Francis.
  • Ranzi, G., Zona, A. (2012). Service and ultimate behaviour of composite steel-concrete beams subjected to combined bending and shear. Concrete in Australia, 38(4), 33-40.
  • Geng, Y., Wu, X., Wang, Y., Ranzi, G. (2012). Time effects on the static response of concrete filled steel tubular arch bridges. The 14th International Symposium on Tubular Structures (ISTS14), Leiden: CRC Press.
  • Geng, Y., Ranzi, G., Wang, Y., Zhang, S. (2012). Time-dependent behaviour of concrete-filled steel tubular columns: analytical and comparative study. Magazine of Concrete Research, 64(1), 55-69.

2011

  • Ranzi, G., Luongo, A. (2011). A new approach for thin-walled member analysis in the framework of GBT. Thin Walled Structures, 49(11), 1404-1414.
  • Ranzi, G., Gilbert, R. (2011). A practical approach for the analysis of concrete members subjected to temperature gradients. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • Kong, Y., Shen, L., Proust, G., Ranzi, G. (2011). Al-Pd interatomic potential and its application to nanoscale multilayer thin films. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 530(1), 73-86.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Design considerations for the long-term behaviour of composite steel-concrete beams. 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), Singapore, Singapore: Research Publishing Services.
  • Zona, A., Ranzi, G. (2011). Finite element models for nonlinear analysis of steel-concrete composite beams with partial interaction in combined bending and shear. Finite Elements in Analysis and Design, 47(2), 98-118.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Full-scale long-term and ultimate experiments of simply-supported composite beams with steel deck. Journal of Constructional Steel Research, 67(10), 1658-1676.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Full-scale long-term experiments of simply supported composite beams with solid slabs. Journal of Constructional Steel Research, 67(3), 308-321.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2011). Identification of the material properties of Al 2024 alloy by means of inverse analysis and indentation tests. Materials Science and Engineering A: Structural Materials: Properties, Microstructures and Processing, 529, 119-130.
  • Gilbert, R., Ranzi, G. (2011). In-service deformations of reinforced concrete columns in biaxial bending. 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong, China: Department of Building and Construction, City University of Hong Kong.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2011). Indentation and imprint mapping for the identification of material properties in multi-layered systems. Computational Materials Science, 50(5), 1681-1691.
  • Kong, Y., Shen, L., Proust, G., Ranzi, G. (2011). Interface structure and mechanical properties of the nanolayered Al/Pd thin films. In Jinghong Fan, Junqian Zhang, Haibo Chen, Zhaohui Jin (Eds.), Advances in Heterogeneous Material Mechanics, (pp. 84-87). USA: DEStech Publications Inc.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Long-term experiments of composite steel-concrete beams. Procedia Engineering, 14, 2807-2814.
  • (Loo Chin) Moy, C., Ranzi, G., Petersen, T., Ringer, S. (2011). Macroscopic electrical field distribution and field-induced surface stresses of needle-shaped field emitters. Ultramicroscopy, 111(6), 397-404.
  • Gara, F., Ranzi, G., Leoni, G. (2011). Partial interaction analysis with shear-lag effects of composite bridges: a finite element implementation for design applications. Advanced Steel Construction: an international journal, 7(1), 1-16.
  • Ranzi, G., Al-Deen, S., Hollingum, S., Hone, T., Gowripalan, S., Uy, B. (2011). Post-tensioned composite slabs: an experimental study. Concrete 2011 – Building a sustainable future.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2011). Shrinkage effects on the flexural stiffness of composite beams with solid concrete slabs: an experimental study. Engineering Structures, 33(4), 1302-1315.
  • Gara, F., Ranzi, G., Leoni, G. (2011). Simplified method of analysis accounting for shear-lag effects in composite bridge decks. Journal of Constructional Steel Research, 67(10), 1684-1697.
  • Al-Deen, S., Ranzi, G., Gilbert, R., Mackay-Sim, R. (2011). Tensile tests on edge-lifting anchors inserted in precast concrete panels. Concrete 2011 – Building a sustainable future.
  • Ansourian, P., Ranzi, G., Zona, A. (2011). The effects of the shear deformability of composite beams on their long-term and ultimate behaviour. The 2011 International Conference on Advances in Structural Engineering and Mechanics (ASEM '11).
  • Tahmasebinia, F., Ranzi, G. (2011). Three dimensional finite element modeling of composite floor beams. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • Tahmasebinia, F., Ranzi, G. (2011). Three-dimensional FE modelling of simply-supported and continuous composite steel-concrete beams. 12th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), Hong Kong, China: Department of Building and Construction, City University of Hong Kong.
  • Tahmasebinia, F., Ranzi, G. (2011). Three-Dimensional FE Modelling of Simply-Supported and Continuous Composite Steel-Concrete Beams. Procedia Engineering, 14, 434-441.
  • Gilbert, R., Ranzi, G. (2011). Time-dependent analysis of reinforced concrete sections subjected to axial compression and biaxial bending. 21st Australian Conference on the Mechanics of Structures and Materials, London: CRC Press.
  • Gilbert, R., Ranzi, G. (2011). Time-Dependent Behaviour of Concrete Structures. Abingdon: Spon Press.
  • Wang, Y., Geng, Y., Ranzi, G., Zhang, S. (2011). Time-dependent behaviour of expansive concrete-filled steel tubular columns. Journal of Constructional Steel Research, 67(3), 471-483.

2010

  • Ranzi, G., Dall Asta, A., Ragni, L., Zona, A. (2010). A geometric nonlinear model for composite beams with partial interaction. Engineering Structures, 32(5), 1384-1396.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2010). A method to extract material properties from multilayer metallic systems. 7th Pacific Rim International Conference on Advanced Materials and Processing, Switzerland: Trans Tech Publications.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2010). A method to extract materials properties from multilayer material systems. Materials Science Forum, 654-656, 2775-2778.
  • Shen, L., Proust, G., Ranzi, G. (2010). An atomistic study of dislocation-solute interaction in Mg-Al alloys. 9th World Congress on Computational Mechanics and 4th Asian Pacific Congress on Computational Mechanics WCCM-APCOM 2010, Bristol, UK: IOP Publishing.
  • Gilbert, R., Ranzi, G. (2010). Design of reinforced concrete for deflection control. Concrete in Australia, 36(2), 20-26.
  • (Loo Chin) Moy, C., Cairney, J., Ranzi, G., Jahedi, M., Ringer, S. (2010). Investigating the microstructure and composition of cold gas-dynamic spray (CGDS) Ti powder deposited on Al 6063 substrate. Surface and Coatings Technology, 204, 3739-3749.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2010). Long Term Experiments On Composite Floor Systems: Members With Continuous Configuration And Subjected To Hogging Moment With Composite Connections. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Al-Deen, S., Ranzi, G., Zona, A., Vrcelj, Z. (2010). Long-Term and Ultimate Experiments on Composite Steel Concrete Beams Designed with Partial Shear Connection. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Shayan, S., Al-Deen, S., Ranzi, G., Vrcelj, Z. (2010). Long-term Behaviour of Composite Concrete Slabs: An Experimental Study. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Zona, A., Ranzi, G. (2010). Nonlinear Analysis of Composite Beams with Partial Interaction Including the Combined Effects of Bending and Shear. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Ansourian, P., Ranzi, G., Zona, A. (2010). Partial interaction behaviour of composite steel-concrete members at elevated temperatures accounting for geometric nonlinearities. Cost Action C26, London: CRC Press.
  • Gara, F., Ranzi, G., Leoni, G. (2010). Short- and Long-term Analytical Solutions for Composite Beams with Partial Interaction and Shear-lag Effects. International Journal of Steel Structures, 10(4), 359-372.

2009

  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2009). An experimental study on the long-term behaviour of full-scale composite steel-concrete beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Ranzi, G., Bradford, M. (2009). Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects. International Journal for Numerical Methods in Engineering, 78(5), 564-586.
  • Gara, F., Ranzi, G., Leoni, G. (2009). Analysis of the shear-lag effect in steel-concrete cable stayed bridges by means of deck finite elements. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Gara, F., Ranzi, G., Leoni, G. (2009). Analytical design equations for the calculation of the effective width for the analysis of composite steel-concrete bridge decks. The 5th International Symposium on Steel Structures ISSS '09. Korean Society of Steel Construction.
  • Wilkinson, T., Ranzi, G., Williams, P., Edwards, M. (2009). Bolt prying in hollow section base plate connections. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Ranzi, G., Vrcelj, Z. (2009). Closed form solutions for the long-term analysis of composite steel-concrete members subjected to non-uniform shrinkage distributions. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • (Loo Chin) Moy, C., Ansourian, P., Ranzi, G. (2009). Closed form solutions for the long-term behaviour of prestressed composite steel-concrete beams. 9th International Conference on Steel Concrete Composite and Hybrid Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2009). Design expressions for the effective width of composite steel-concrete members. 24th Biennial Conference of the Concrete Institute of Australia, Australia: Concrete Institute of Australia.
  • Ranzi, G., Bradford, M., Ansourian, P., Filonov, A., Rasmussen, K., Hogan, T., Uy, B. (2009). Full-scale tests on composite steel-concrete beams with steel trapezoidal decking. Journal of Constructional Steel Research, 65(7), 1490-1506.
  • Ranzi, G. (2009). Laboratory procedures for structural testing. Sydney: The University Publishing Service, University of Sydney.
  • (Loo Chin) Moy, C., Bocciarelli, M., Ringer, S., Ranzi, G. (2009). Mechanical characterization of material properties using instrumented indentation experiments. 4th International Light Metals Technology Conference, Stafa-Zurich: Trans Tech Publications.
  • Ranzi, G., Bradford, M. (2009). Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method. Steel and Composite Structures: an international journal, 9(2), 131-158.
  • Ranzi, G. (2009). Partial interaction analysis of composite beams: a direct stiffness approach. Saarbrücken, Germany: VDM Verlag Dr Muller.
  • Ranzi, G., Dall Asta, A., Ragni, L., Zona, A. (2009). The behaviour of composite steel-concrete members accounting for partial interaction and geometric nonlinearities. Progress in Structural Stability and Dynamics: A Symposium for International Journal of Structural Stability and Dynamics, Hong Kong: Hong Kong Institute of Steel Construction.
  • Ranzi, G., Zona, A. (2009). The effects of shear deformations of the steel member on the behaviour of composite steel-concrete bridges. The 5th International Symposium on Steel Structures ISSS '09. Korean Society of Steel Construction.

2008

  • Gara, F., Ranzi, G., Leoni, G. (2008). Analysis of the Shear Lag Effect in Composite Bridges with Complex Static Schemes by means of a Deck Finite Element. International Journal of Steel Structures, 8(4), 249-260.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2008). Analytical and numerical model for the time-dependent behaviour of composite steel-concrete members with longitudinal and transverse partial interaction. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Vrcelj, Z., Bradford, M., Ranzi, G. (2008). Buckling of continuous steel-concrete T-beams with partial interaction caused by shrinkage and creep of the slab. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Zona, A., Vrcelj, Z. (2008). Effects of the shear deformability of the steel member in the short- and long-term partial interaction analysis of steel-concrete composite beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Al-Deen, S., Ranzi, G., Vrcelj, Z. (2008). Experimental study on the long-term behaviour of full-scale composite steel-concrete beams. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • (Loo Chin) Moy, C., Ansourian, P., Ranzi, G. (2008). General analytical solutions for prestressed steel-concrete composite beams with partial interaction accounting for time effects. The 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), P O Box 33, Yuseong, Daejeon 305-600, Korea: Techno-Press.
  • Ranzi, G. (2008). Locking problems in the partial interaction analysis of multi-layered composite beams. Engineering Structures, 30(10), 2900-2911.
  • Bradford, M., Ranzi, G. (2008). Performance of composite beams subject to fire attack. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Geng, Y., Ranzi, G., Zhang, S., Wang, Y. (2008). Time-dependent behaviour of concrete-filled steel tubular columns: a comparative study using different concrete models. 20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20), Leiden, The Netherlands: CRC Press/Balkema.
  • Williams, P., Edwards, M., Wilkinson, T., Ranzi, G. (2008). Uplift Tests on Steel Hollow Section Baseplate Connections on Concrete Footings. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.

2007

  • Ranzi, G., Vrcelj, Z., Ansourian, P., Gara, F., Leoni, G. (2007). A generic modelling for the time-dependent behaviour of composite steel-concrete members with longitudinal and transverse partial interaction. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Ranzi, G., Zona, A. (2007). A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component. Engineering Structures, 29(11), 3026-3041.
  • Ranzi, G., Zona, A. (2007). A steel-concrete composite beam model with partial interaction including the shear deformability of the steel component. 3rd International Conference on Steel and Composite Structures (ICSCS'07). CRC Press/Balkema.
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2007). Analysis of the shear-lag effect in composite bridges with complex static scheme by means of beam elements. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • Ranzi, G., Bradford, M. (2007). Analytical Solutions for Elevated-Temperature Behavior of Composite Beams with Partial Interaction. Journal of Structural Engineering, 133(6), 788-799.
  • Guo, L., Zhang, S., Kim, W., Ranzi, G. (2007). Behavior of square hollow steel tubes and steel tubes filled with concrete. Thin Walled Structures, 45(12), 961-973.
  • Ansourian, P., Ranzi, G. (2007). Behaviour of composite beams stiffened by a longitudinal plate accounting for time effects. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Ranzi, G., Bradford, M. (2007). Composite Beams with Both Longitudinal and Transverse Partial Interaction Subjected to Elevated Temperatures. Engineering Structures, 29(10), 2737-2750.
  • Ranzi, G., Bradford, M. (2007). Direct stiffness analysis of a composite beam-column element with partial interaction. Computers and Structures, 85(15-16), 1206-1214.
  • Gara, F., Leoni, G., Ranzi, G. (2007). Implementation of a beam element including shear-lag in the analysis of bridges with complex static scheme. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Ansourian, P., Ranzi, G., Gara, F., Leoni, G. (2007). Longitudinal and transverse partial interaction analysis of composite beams accounting for time effects and shear-lag effects. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Bradford, M., Ranzi, G. (2007). Partial interaction in composite beams at elevated temperatures. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Vrcelj, Z., Ranzi, G., Bradford, M. (2007). Restrained distortional buckling of the steel joist in a composite steel-concrete bridge girder subjected to negative bending. 5th International Conference on Advances in Steel Structures, Singapore: Research Publishing Services.
  • Rasmussen, K., Ranzi, G. (2007). Strength of concrete-filled stainless steel tubes under impact loading. 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19 2006), Bath, UK: Taylor and Francis.
  • Yang, H., Zhang, S., Ranzi, G. (2007). Temperature distribution and fire resistance of concrete-filled steel tubular columns under three-side fire. Pacific Structural Steel Conference 2007 - Steel Structures in Natural Hazards (PSSC 2007), New Zealand: New Zealand Heavy Engineering Research Association and Steel Construction New Zealand.

2006

  • Ranzi, G., Ansourian, P. (2006). A generic modelling of multi-layered composite beams with partial interaction. 4th International Conference on Advances in Steel Structures (ICASS'05), Great Britain: Elsevier.
  • Ranzi, G., Gara, F., Leoni, G., Bradford, M. (2006). Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study. Computers and Structures, 84(13-14), 930-941.
  • Ranzi, G., Bradford, M. (2006). Analytical solutions for the time dependent behaviour of composite beams with partial interaction. International Journal of Solids and Structures, 43(13), 3770-3793.
  • Ranzi, G., Bradford, M., Uy, B. (2006). Analytical solutions for the viscoelastic response of composite beams including partial interaction. Advances in Structural Engineering, 9(1), 11-18.
  • Ranzi, G., Bradford, M., Ansourian, P. (2006). BEHAVIOUR OF COMPOSITE STEEL-CONCRETE BEAMS WITH LONGITUDINAL AND TRANSVERSE PARTIAL INTERACTION IN FIRE. III European Conference on Computational Mechanics Solids, Structures and Coupled Problems in Engineering (ECCM 2006), Netherlands: Springer.
  • Ranzi, G., Ansourian, P. (2006). Behaviour of stiffened composite beams with partial shear interaction. 4th International Symposium on Steel Structures (ISSS'06). KSSC.
  • Ansourian, P., Ranzi, G., Bradford, M. (2006). Closed-form Solutions for the Time-Dependent Behaviour of Prestressed Composite Beams with Partial Interaction. Second International fib (CEB*FIB) Congress (2006), Italy: doppiavoce.
  • Bradford, M., Ranzi, G., Ansourian, P. (2006). Composite beams in frame sub-assemblages with longitudinal and transverse partial interaction at elevated temperatures. Second International Congress on Mathematical Software (ICMS2006). ICMS.
  • Gara, F., Ranzi, G., Leoni, G. (2006). Displacement-based formulations for composite beams with longitudinal slip and vertical uplift. International Journal for Numerical Methods in Engineering, 65(8), 1197-1220.
  • Ansourian, P., Ranzi, G., Gara, F., Leoni, G. (2006). Displacement-based Formulations for the Partial Interaction Analysis of Composite Beams Accounting for Time Effects. Second International fib (CEB*FIB) Congress (2006), Italy: doppiavoce.
  • Yang, H., Zhang, S., Ranzi, G. (2006). Fire resistant behavior of concrete-filled steel tubular columns with square cross-sections under three-side fire. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Gara, F., Ansourian, P. (2006). General method of analysis for composite beams with longitudinal and transverse partial interaction. Computers and Structures, 84(31-32), 2373-2384.
  • Wang, Y., Zhang, S., Geng, Y., Ranzi, G. (2006). Numerical simulation and research on Han River North Bridge. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G. (2006). Partial interaction analysis of composite beams accounting for time effects: evaluation of displacement-based formulations. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Ranzi, G., Ansourian, P., Dezi, L., Zhang, S. (2006). PARTIAL INTERACTION ANALYSIS OF MULTI-LAYERED COMPOSITE BEAMS ACCOUNTING FOR TIME EFFECTS. III European Conference on Computational Mechanics Solids, Structures and Coupled Problems in Engineering (ECCM 2006), Netherlands: Springer.
  • Ranzi, G. (2006). Short- and long-term analyses of composite beams with partial interaction stiffened by a longitudinal plate. Steel and Composite Structures: an international journal, 6(3), 237-255.
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2006). Slab cracking during composite bridge construction: effectiveness of fractionated castings in controlling this phenomenon. 7th International Conference on Short and Medium Span Bridges 2006, Montreal, Quebec, Canada: Curran Associates, Inc.
  • Ranzi, G., Vrcelj, Z., Gara, F., Leoni, G. (2006). Some considerations on the long-term partial interaction behaviour of composite steel-concrete beams using displacement based finite elements. ICMS 2006 INTERNATIONAL CONFERENCE ON METAL STRUCTURES 2006: "STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING", London, UK: CRC Press/Balkema.
  • Bradford, M., Filonov, A., Hogan, T., Ranzi, G., Uy, B. (2006). Strength and ductility of shear conection in composite T-beams. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).
  • Dezi, L., Gara, F., Leoni, G., Ranzi, G. (2006). The effectiveness of sequential casting in the control of cracking in steel-concrete composite bridges. 16th Workshop on Innovation in Construction (CTE).
  • Ansourian, P., Ranzi, G., Dezi, L., Zhang, S. (2006). The long-term behaviour of multi-layered composite beams with partial interaction. Professor Jean-Marie Aribert Retirement Symposium, France.
  • Gara, F., Ranzi, G., Leoni, G. (2006). Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study. Journal of Constructional Steel Research, 62(9), 917-930.
  • Ranzi, G., Ansourian, P., Zhang, S. (2006). Time-dependent behaviour of multi-layered composite beams with partial shear interaction. ASCCS 06 - 8th International Conference on Steel-Concrete Composite and Hybrid Structures, China: Assoc for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS).

2005

  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G., Dezi, L. (2005). A generic modeling of composite beams with longitudinal and vertical partial interaction.
  • Ranzi, G., Ansourian, P., Gara, F., Leoni, G., Dezi, L. (2005). A generic modelling of composite beams with longitudinal and vertical partial interaction. 4th International Conference on Advances in Steel Structures (ICASS'05), Great Britain: Elsevier.
  • Ranzi, G. (2005). Analytical solutions for the analysis of prestressed composite beams with partial shear interaction. 3rd International Symposium on Steel Structures (ISSS '05), Korea: KSSC.
  • Ranzi, G., Bradford, M., Uy, B. (2005). Analytical solutions for the creep and shrinkage response of composite beams with partial interaction. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.
  • Wilyman, K., Ranzi, G., Hadenham, C. (2005). Design and Detailing of an Industrial Steel Structure Supporting Large Storage Bins. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Ranzi, G., Gara, F., Leoni, G. (2005). Long-Term Analysis of Composite Beams with Partial Shear Interaction: A Comparative Study Using Available Modeling Techniques. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Ranzi, G. (2005). Partial interaction analysis of composite beams with a discrete distribution of shear connectors. 4th European Conference on Steel and Composite Structures - Eurosteel2005, Aachen, Germany: Druckand Verlagshaus Mainz GmbH Aachen.
  • Ranzi, G., Ansourian, P. (2005). Partial interaction analysis of multi-layered composite beams.
  • Ranzi, G., Ansourian, P. (2005). Stiffness analysis of prestressed composite beams with partial shear interaction. 3rd International Symposium on Steel Structures (ISSS '05), Korea: KSSC.
  • Ranzi, G., Bradford, M. (2005). Time analysis of structural concrete elements using the equivalent displacement method. Materials and Structures, 38(280), 609-616.
  • Ranzi, G., Gara, F., Leoni, G. (2005). Time-dependent analysis of composite beams with partial shear interaction: a comparative study using available modelling techniques. Australian Structural Engineering Conference (ASEC-2005), Sydney, Australia: Institute of Engineers Australia.

2004

  • Ranzi, G., Bradford, M., Uy, B. (2004). A Direct Stiffness Analysis Of A Composite Beam With Partial Interaction. International Journal for Numerical Methods in Engineering, 61(5), 657-672.
  • Ranzi, G., Bradford, M. (2004). A Generic Analytical Solution For Creep And Partial Interaction In Composite Beams. 2nd International Conference on Steel & Composite Structures (ICSCS?04), Korea: Techno-Press.
  • Bradford, M., Ranzi, G., Uy, B. (2004). A Generic Modelling Of Concrete-Steel Composite Beams With Partial Interaction. fib 2004 Symposium: Segmental Construction in Concrete, Kolkata, India: Institution of Engineers (India).
  • Ranzi, G. (2004). Analysis Of Composite Beams With Partial Shear Interaction Using The Direct Stiffness Method And The Principle Of Virtual Work. 3rd International Conference on Advances in Structural Engineering and Mechanics (ASEM'04). Techno-Press.
  • Ranzi, G., Bradford, M. (2004). Closed Form Solutions For The Time-Dependent Behaviour Of Composite Beams With Paryial Interaction. 17th Engineering Mechanics Conference, USA: American Society of Civil Engineers (ASCE).
  • Ranzi, G., Bradford, M., Gara, F., Leoni, G. (2004). Partial Interaction Analysis Of Composite Beams By Means Of The Finite Difference Method, The Finite Element Method, The Direct Stiffness Method And The Analytical Solution: A Comparative Study. 7th International Conf. on Computational Structures Technology, Stirling, Scotland: Civil-Comp Press.

2003

  • Ranzi, G., Bradford, M., Uy, B. (2003). A direct stiffness technique for the analysis of concrete-steel composite beams. EURO-C 2003 Conference on Computational Modelling of Concrete Structures, France: Lavoisier.
  • Ranzi, G., Bradford, M., Uy, B. (2003). A general method of analysis of composite beams with partial interaction. Steel and Composite Structures: an international journal, 3(3), 169-184.
  • Ranzi, G., Kneen, P. (2003). Design Capacity tables - pinned column base plates. Steel Construction, 37(1), 25-30.
  • Ranzi, G., Kneen, P. (2003). Design of column and beam splices. Steel Construction, 37(1), 1-24.

2002

  • Ranzi, G., Kneen, P. (2002). Design of pinned column base. Steel Construction, 36(2), 1-53.

2001

  • Wilyman, K., Ranzi, G. (2001). Dynamic behaviour of a piled foundation supporting a coal crushing mill. Australasian Structural Engineering Conference, Auckland: Structural Engineering.
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