Emeritus Professor Gregory Hancock

AM, FTSE, FIEAust, CP Eng, Hon FSSS, GAICD, BSc, BE, PhD, DEng
Emeritus Professor
Professorial Research Fellow
School of Civil Engineering
Centre for Advanced Structural Engineering

J05 - J05 Civil Engineering Building
The University of Sydney

Telephone +61 2 9660 7678
Fax +61 2 9351 3343

Website School of Civil Engineering

Centre for Advanced Structural Engineering

Biographical details

Professor Gregory Hancock is an Emeritus Professor. He was formerly Dean of the Faculty of Engineering and IT, University of Sydney, from May 2004 to August 2009. He was also Bluescope Steel (formerly BHP Steel) Professor of Steel Structures in the Department of Civil Engineering, from 1990 to 2009. He was Director then Chairman of the Centre for Advanced Structural Engineering in the University of Sydney from 1988 to 2003.

His research interests are in the area of cold-formed steel structures and he was awarded the degree of Doctor of Engineering in 2003 by the University for a collection of 69 papers on this subject. He is a board member of the Australian Steel Institute, a member of the American Iron and Steel Institute Specification Committee (only non-North American member), and chairs the Standards Australia committee on cold-formed steel structures and is a member of 5 other Standards Australia committees in structural engineering. He is a Fellow of the Institution of Engineers Australia, and the Singapore Structural Steel Society. He was elected as a Fellow of the Australian Academy of Technological Science and Engineering in 2004.

He is a member of the Editorial Board of the Journal of Constructional Steel Research published in London, as well the Journal of Advances in Structural Engineering (Hong Kong).

He is the author of "Design of Cold-Formed Steel Structures to AS/NZS 4600:2005" published by the Australian Steel Institute in 2007, and joint author of "Cold-Formed Steel Structures to the AISI Specification" (Hancock, Murray and Ellifritt) published by Marcel Dekker, New York in 2001.

Associations

  • Fellow of Institution of Engineers, Australia
  • Member of the Structural Stability Research Council, USA
  • Member, Australian Steel Institute
  • Honorary Fellow, Singapore Structural Steel Society
  • Fellow of the Australian Academy of Technological Science and Engineering

International Standards Committees

  • 2003 - 2004 Member, International Advisory Committee Hong Kong, Code of Practice for the Structural Use of Steel (Limit State Approach)
  • Jul 1994-present Member of Subcommittees 24 (Flexural Members), 30 (Education) of American Iron and Steel Institute Specification Committee
  • Feb 1994-present Member of Subcommittees 3 (Connections), 10 (Elements), 22 (Compression Members) and 24 (Flexural Members) of American Iron and Steel Institute Specification Committee
  • July 1993-present Member of Specification Committee of American Iron and Steel Institute

Australian Standards Committees

  • 1998-present Member, Standards Australia/Standards New Zealand, Structures Joint Standards Coordination Group
  • Sep 1997-present Member, Subcommittee BD/23, Steel Structures, Standards Association of Australia
  • Dec 1995-present Chairman, Committee BD/82, Cold-Formed Steel Structures, Standards Australia/Standards New Zealand
  • Dec 1993-present Member of Committee BD/82, Cold-Formed Steel Structures, Standards Australia/Standards New Zealand
  • Jan 1990-Dec 1992 Member of Committee BD/67, Steel Framed Housing, Standards Association of Australia
  • Nov 1988 Dec 1992 Member of Committee BD/62, Steel Storage Racks, Standards Association of Australia
  • Sep 1984-Dec 1988 Member of Committee BD/1/4, Cold Formed Steel Structures Code Committee, Standards Association of Australia
  • Sep 1983 present Member of Committee BD/1, Steel Structures Code Committee, Standards Association of Australia

Selected grants

2011

  • Direct strength method of design of simple and complex thin-walled shapes for combined actions; Hancock G, Pham C; Australian Research Council (ARC)/Discovery Projects (DP).

2009

  • Advanced analysis methods for locally unstable steel structures; Rasmussen K, Hancock G; Australian Research Council (ARC)/Discovery Projects (DP).

2005

  • Behaviour and innovatice design of drive-in steel storage racks; Hancock G, Rasmussen K; Australian Research Council (ARC)/Discovery Projects (DP).

2004

  • Interaction of local & distortional buckling in thin-walled strength steel sections; Hancock G; Australian Research Council (ARC)/Discovery Projects (DP).

2003

  • Structural integrity and nonlinear alternate load path analysis of steel frameworks; Hancock G; DVC Research/Bridging Support Grant.

2002

  • CRC for Welded Structures - CRC Matters & Agreements; Quartararo N, Hancock G.
  • CRC for Welded Structures, Project 02-326 Stud Weldability of Zinchiten Z350/Z450; Hancock G, Chipperfield C; CRC Welded Structures/BLO Project.

2001

  • Structural Stability and Design of Steel Formwork and Scaffolding Systems; Hancock G, Rasmussen K; Australian Research Council (ARC)/Large Research Grants (LRG).
  • Roof and Wall System Fasteners - Project 2001310; Hancock G; CRC for Welded Structures/BLO Project.

2000

  • Stability and design of high-rise storage rack systems; Hancock G, Clarke M; Australian Research Council (ARC)/Large Research Grants (LRG).
  • Compression stability of high strength steel sections with low strain-hardening; Hancock G, Rasmussen K; Australian Research Council (ARC)/Large Research Grants (LRG).
  • Thin-walled sections with unstiffened elements under stress gradients; Rasmussen K, Hancock G; Australian Research Council (ARC)/Large Research Grants (LRG).
  • Strength and fracture in steel connections; Hancock G, Dagg H, Rasmussen K; Australian Research Council (ARC)/Strategic Partnerships with Industry - Research and Training (SPIRT).

Selected publications

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Books

  • Zhao, X., Wilkinson, T., Hancock, G. (2005). Cold-Formed Tubular Members and Connections: Structural Behaviour and Design. Sydney: Elsevier.
  • Hancock, G., Murray, T., Ellifritt, D. (2001). Cold-Formed Steel Structures to the AISI Specification. United States: Marcel Dekker.

Book Chapters

  • Hancock, G. (2011). Harmonising the Australian Standard AS 4100 Steel Structures. In Lau Hieng Ho (Eds.), Advances in Steel and Aluminium Structures, (pp. 3-10). Singapore: Research Publishing.

Journals

  • Pham, S., Pham, C., Hancock, G. (2014). Direct strength method of design for shear including sections with longitudinal web stiffeners. Thin Walled Structures, 81, 19-28. [More Information]
  • Pham, C., Hancock, G. (2013). Experimental Investigation and Direct Strength Design of High-Strength, Complex C-Sections in Pure Bending. Journal of Structural Engineering, 139(11), 1842-1852. [More Information]
  • Hancock, G., Pham, C. (2013). Shear buckling of channel sections with simply supported ends using the Semi-Analytical Finite Strip Method. Thin Walled Structures, 71, 72-80. [More Information]
  • Pham, C., Hancock, G. (2013). Shear buckling of channels using the semi-analytical and spline finite strip methods. Journal of Constructional Steel Research, 90, 42-48. [More Information]
  • Pham, C., Hancock, G. (2012). Direct Strength Design of Cold-Formed C-Sections for Shear and Combined Actions. Journal of Structural Engineering, 138(6), 759-768. [More Information]
  • Pham, C., Hancock, G. (2012). Elastic buckling of cold-formed channel sections in shear. Thin Walled Structures, 61, 22-26. [More Information]
  • Pham, C., Hancock, G. (2012). Tension field action for cold-formed sections in shear. Journal of Constructional Steel Research, 72, 168-178. [More Information]
  • Yap, D., Hancock, G. (2011). Experimental Study of High Strength Cold-Formed Stiffened-Web C-Sections in Compression. Journal of Structural Engineering, 137(2), 162-172. [More Information]
  • Pham, C., Hancock, G. (2010). Experimental Investigation of High Strength Cold-Formed C-Sections in Combined Bending and Shear. Journal of Structural Engineering, 136(7), 866-878.
  • Pham, C., Hancock, G. (2010). Numerical simulation of high strength cold-formed purlins in combined bending and shear. Journal of Constructional Steel Research, 66(10), 1205-1217. [More Information]
  • Pham, C., Hancock, G. (2010). Response to Discussion on "Shear buckling of thin-walled sections". Journal of Constructional Steel Research, 66(4), 606-606. [More Information]
  • Kwon, Y., Kim, B., Hancock, G. (2009). Compression tests of high strength cold-formed steel channels with buckling interaction. Journal of Constructional Steel Research, 65(2), 278-289. [More Information]
  • Pham, C., Hancock, G. (2009). Direct Strength Design of Cold-Formed Purlins. Journal of Structural Engineering, 135(3), 229-238.
  • Pham, C., Hancock, G. (2009). Shear buckling of thin-walled channel sections. Journal of Constructional Steel Research, 65(3), 578-585. [More Information]
  • Yap, D., Hancock, G. (2008). Experimental study of complex high-strength cold-formed cross-shaped steel section. Journal of Structural Engineering, 134(8), 1322-1333.
  • Kwon, Y., Kim, N., Hancock, G. (2007). Compression tests of welded section columns undergoing buckling interaction. Journal of Constructional Steel Research, 63(12), 1590-1602. [More Information]
  • Yang, D., Hancock, G. (2006). Numerical simulation of high-strength steel box-shaped columns failing in local and overall buckling modes. Journal of Structural Engineering, 132(4), 541-549.
  • Teh, L., Hancock, G. (2005). Strength of welded connections in G450 sheet steels. Journal of Structural Engineering, 131(10), 1561-1569.
  • Teh, L., Hancock, G., Clarke, M. (2004). Analysis And Design Of Double-Sided High-Rise Steel Pallet Rack Frames. Journal of Structural Engineering, 130(7), 1011-1021.
  • Yang, D., Hancock, G., Rasmussen, K. (2004). Compression Tests Of Cold-Reduced High Strength Steel Long Columns. Journal of Structural Engineering, 130(11), 1782-1789.
  • Yang, D., Hancock, G. (2004). Compression Tests Of Cold-Reduced High Strength Steel Stub Columns. Journal of Structural Engineering, 130(11), 1772-1781.
  • Yang, D., Hancock, G. (2004). Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling. Journal of Structural Engineering, 130(12), 1954-1963.
  • Teh, L., Hancock, G. (2004). Improving The Ductility Of Knee Joints Between Rectangular Hollow Sections. Journal of Structural Engineering, 130(11), 1790-1798.
  • Trahair, N., Hancock, G. (2004). Steel Member Strength By Inelastic Lateral Buckling. Journal of Structural Engineering, 130(1), 64-69.
  • Young, B., Hancock, G. (2004). Web Crippling Of Cold-Formed Unlipped Channels With Flanges Restrained. Thin Walled Structures, 42(6), 911-930.
  • Young, B., Hancock, G. (2003). Cold-formed steel channels subjected to concentrated bearing load. Journal of Structural Engineering, 129(8), 1003-1010.
  • Hancock, G. (2003). Cold-formed steel structures. Journal of Constructional Steel Research, 59(4), 473-487.
  • Young, B., Hancock, G. (2003). Compression tests of channels with inclined simple edge stiffeners. Journal of Structural Engineering, 129(10), 1403-1411.
  • Rogers, C., Yang, D., Hancock, G. (2003). Stability and ductility of thin high strength G550 steel members and connections. Thin Walled Structures, 41(2-3), 149-166.
  • Wilkinson, T., Hancock, G. (2002). Predicting the Rotation Capacity of Cold-Formed RHS Beams using Finite Element Analysis. Journal of Constructional Steel Research, 58(11), 1455-1471.
  • Young, B., Hancock, G. (2002). Tests of Channels subjected to Combined Bending and Web Crippling. Journal of Structural Engineering, 128(3), 300-309.
  • Hancock, G., Rasmussen, K., Popovic, D. (2001). Compression Tests on Cold-formed Angles Loaded Parallel with a Leg. Journal of Structural Engineering, 127,6, 600-607.
  • Hancock, G., Young,, B. (2001). Design of Cold-Formed Channels subjected to Web Crippling. Journal of Structural Engineering, 127,10, 1137-1144.
  • Rogers, C., Hancock, G. (2001). Fracture Toughness of G550 Sheet Steels subjected to Tension. Journal of Constructional Steel Research, 57(1), 71-89.

Conferences

  • Pham, C., Hancock, G. (2012). Direct Strength Design of High Strength Complex C-Sections in Pure Bending. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Hancock, G., Pham, C. (2012). Direct Strength Method of Design for Shear of Cold-formed Channels based on a Shear Signature Curve. 21st International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, S., Pham, C., Hancock, G. (2012). Direct Strength Method of Design for Shear: The Third Dimension. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Pham, C., Hancock, G. (2012). Elastic Shear Buckling of Cold-Formed Channels: Comparisons of Semi-Analytical Finite Strip and Spline Finite Strip Methods. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Pham, S., Pham, C., Hancock, G. (2012). Shear Buckling of Thin-Walled Channel Sections with Complex Stiffened Webs. 21st International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2011). Elastic Buckling of Cold-Formed Channel Sections in Shear. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork. [More Information]
  • Pham, C., Hancock, G. (2011). Tension Field Action for Cold-Formed Channel Sections in Shear. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed C-Sections for Shear. 20th International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed C-Sections in Combined Bending and Shear. 20th International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed Sections for Shear and Combined Actions. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2010). Experimental Investigation of High Strength Cold-Formed SupaCee Sections in Shear. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2010). Finite Element Analyses of High Strength Cold-Formed SupaCee Sections in Shear. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2009). Shear buckling of thin-walled channel sections with intermediate web stiffener. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Pham, C., Hancock, G. (2008). Buckling Studies of Thin-Walled Channel Sections in Shear. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Pham, C., Hancock, G. (2008). Buckling Studies of Thin-Walled Channel Sections under Combined Bending and Shear. Nineteen International Specialty Conference, St Louis, Missouri: Missouri University of Science & Technology.
  • Kwon, Y., Kim, B., Hancock, G. (2008). Compression tests for high strength cold-formed steel columns undergoing interaction between local and distortional buckling. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 2), Sydney Australia: The University Publishing Service, University of Sydney.
  • Pham, C., Hancock, G. (2008). Direct Strength Design of Cold-Formed Purlins. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Hancock, G. (2008). The Sixth Equation that Changed the World. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 2), Sydney Australia: The University Publishing Service, University of Sydney.
  • Yap, D., Hancock, G. (2006). Experimental Study of a Complex High Strength Cold-Formed Cross-Shaped Steel Section. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Yap, D., Hancock, G. (2006). 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 Structures, Rolla, Missouri: University of Missouri-Rolla.
  • Papangelis, J., Hancock, G. (2005). Computer Analysis and Design of Cold-Formed Purlins. 10th International Conference on Civil, Structural and Environmental Engineering Computing, United Kingdom: Civil-Comp Press.
  • Hancock, G. (2005). Developments in the Direct Strength Design of Cold-Formed Steel Structural Members.
  • Hancock, G., Cook, D., Moisy, R., Yen, A. (2005). Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members.
  • Hancock, G., Cook, D., Moisy, R., Yen, A. (2005). Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members. 4th International Conference on Advances in Steel Structures, Shanghai, China: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Yap, D., Hancock, G. (2005). Investigation of Buckling Modes of Complex High Strength Thin-Walled Sections. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Yang, D., Hancock, G. (2004). Developments In Design For Distortional Buckling Of Thin-Walled Members. The Fourth International Conference on Thin-Walled Structures - ICTWS 4. Institute of Physics Publishing.
  • Hancock, G., Kiang, J., Bambach, M., Teh, L., Ong, P. (2004). Forces In Bridging And Bracing Systems For Roof Purlins With Concealed Fixed Sheeting. Second International Conference on Structural Engineering, Mechanics and Computation, Oxford, UK: Taylor and Francis.
  • Yang, D., Hancock, G. (2004). Numerical Simulations Of High Strength Steel Box-Shaped Columns. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Duong, H., Hancock, G. (2004). Recent Developments In The Direct Strength Design Of Thin-Walled Members. International Workshop on Recent Advances and Future Trends in Thin-Walled Structures Technology. Canopus Publishing Limited.
  • Yang, D., Hancock, G. (2003). Compression Tests of Cold-Reduced High Strength Steel Channel Columns Failing in the Distortional Mode. International Conference on Advances in Structures (ASSCCA 2003), The Netherlands: A A Balkema.
  • Harris, E., Hancock, G. (2003). Stability Testing of Sub-Assemblages of High Rise Steel Storage Racks. International Conference on Advances in Structures (ASSCCA 2003), The Netherlands: A A Balkema.
  • Yang, D., Hancock, G., Rasmussen, K. (2002). Compression Tests of Cold-Reduced High Strength Steel Long Columns. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Young, B. (2002). Design of Channels subjected to Concentrated Bearing Load. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Quispe, L. (2002). Direct Strength Method for the Design of Purlins. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Yang, D., Hancock, G. (2002). Stability of High Strength G550 Steel Compression Members. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Teh, L., Hancock, G. (2002). Strength and Behaviour of Fillet Welded Connections in G450 Sheet Steel. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Teh, L., Hancock, G. (2002). Strength and Behaviour of Flare-Bevel and Flare-Vee Welded Connections in G450 Sheet Steel. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Vaux, S., Wong, C. (2002). Sway Stability of Steel Scaffolding and Formwork Systems. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Harris, E., Hancock, G. (2002). Sway Stability Testing of High Rise Rack Sub-Assemblages. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Yang, D., Rogers, C. (2002). The Behaviour of High Strength G550 Steel Sections as used in Residential Construction. Second International Symposium on Steel Structures, Seoul: Korean Society of Steel Construction.
  • Teh, L., Hancock, G. (2001). Beam Elements in Structural Analysis and Design of Steel Frames. International Conference on Structural Engineering, Mechanics and Computation, : Ads & Adea.
  • Dean, M., Wilkinson, T., Hancock, G. (2001). Bending and Compression Tests of Cold-Formed Rectangular Hollow Sections. 9th International Symposium and Euroconference on Tubular Structures, : UNSW Australian Defence Force Academy.
  • Wilkinson, T., Hancock, G. (2001). Finite Element Analysis to Investigate the Effect of Imperfections on RHS in Bending. 9th International Symposium and Euroconference on Tubular Structures, : UNSW Australian Defence Force Academy.
  • Wilkinson, T., Hancock, G. (2001). Finite Element Methods for the Analysis of Thin-Wall Tubular Sections undergoing Plastic Rotation. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Rogers, C., Yang, D., Hancock, G. (2001). Stability and Ductility of Thin High Strength G550 Steel Members and Connections. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.

2014

  • Pham, S., Pham, C., Hancock, G. (2014). Direct strength method of design for shear including sections with longitudinal web stiffeners. Thin Walled Structures, 81, 19-28. [More Information]

2013

  • Pham, C., Hancock, G. (2013). Experimental Investigation and Direct Strength Design of High-Strength, Complex C-Sections in Pure Bending. Journal of Structural Engineering, 139(11), 1842-1852. [More Information]
  • Hancock, G., Pham, C. (2013). Shear buckling of channel sections with simply supported ends using the Semi-Analytical Finite Strip Method. Thin Walled Structures, 71, 72-80. [More Information]
  • Pham, C., Hancock, G. (2013). Shear buckling of channels using the semi-analytical and spline finite strip methods. Journal of Constructional Steel Research, 90, 42-48. [More Information]

2012

  • Pham, C., Hancock, G. (2012). Direct Strength Design of Cold-Formed C-Sections for Shear and Combined Actions. Journal of Structural Engineering, 138(6), 759-768. [More Information]
  • Pham, C., Hancock, G. (2012). Direct Strength Design of High Strength Complex C-Sections in Pure Bending. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Hancock, G., Pham, C. (2012). Direct Strength Method of Design for Shear of Cold-formed Channels based on a Shear Signature Curve. 21st International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, S., Pham, C., Hancock, G. (2012). Direct Strength Method of Design for Shear: The Third Dimension. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Pham, C., Hancock, G. (2012). Elastic buckling of cold-formed channel sections in shear. Thin Walled Structures, 61, 22-26. [More Information]
  • Pham, C., Hancock, G. (2012). Elastic Shear Buckling of Cold-Formed Channels: Comparisons of Semi-Analytical Finite Strip and Spline Finite Strip Methods. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Pham, S., Pham, C., Hancock, G. (2012). Shear Buckling of Thin-Walled Channel Sections with Complex Stiffened Webs. 21st International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2012). Tension field action for cold-formed sections in shear. Journal of Constructional Steel Research, 72, 168-178. [More Information]

2011

  • Pham, C., Hancock, G. (2011). Elastic Buckling of Cold-Formed Channel Sections in Shear. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork. [More Information]
  • Yap, D., Hancock, G. (2011). Experimental Study of High Strength Cold-Formed Stiffened-Web C-Sections in Compression. Journal of Structural Engineering, 137(2), 162-172. [More Information]
  • Hancock, G. (2011). Harmonising the Australian Standard AS 4100 Steel Structures. In Lau Hieng Ho (Eds.), Advances in Steel and Aluminium Structures, (pp. 3-10). Singapore: Research Publishing.
  • Pham, C., Hancock, G. (2011). Tension Field Action for Cold-Formed Channel Sections in Shear. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.

2010

  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed C-Sections for Shear. 20th International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed C-Sections in Combined Bending and Shear. 20th International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Missouri University of Science and Technology.
  • Pham, C., Hancock, G. (2010). Direct Strength Design of Cold-Formed Sections for Shear and Combined Actions. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2010). Experimental Investigation of High Strength Cold-Formed C-Sections in Combined Bending and Shear. Journal of Structural Engineering, 136(7), 866-878.
  • Pham, C., Hancock, G. (2010). Experimental Investigation of High Strength Cold-Formed SupaCee Sections in Shear. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2010). Finite Element Analyses of High Strength Cold-Formed SupaCee Sections in Shear. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2010), Brazil: Federal University of Rio de Janeiro.
  • Pham, C., Hancock, G. (2010). Numerical simulation of high strength cold-formed purlins in combined bending and shear. Journal of Constructional Steel Research, 66(10), 1205-1217. [More Information]
  • Pham, C., Hancock, G. (2010). Response to Discussion on "Shear buckling of thin-walled sections". Journal of Constructional Steel Research, 66(4), 606-606. [More Information]

2009

  • Kwon, Y., Kim, B., Hancock, G. (2009). Compression tests of high strength cold-formed steel channels with buckling interaction. Journal of Constructional Steel Research, 65(2), 278-289. [More Information]
  • Pham, C., Hancock, G. (2009). Direct Strength Design of Cold-Formed Purlins. Journal of Structural Engineering, 135(3), 229-238.
  • Pham, C., Hancock, G. (2009). Shear buckling of thin-walled channel sections. Journal of Constructional Steel Research, 65(3), 578-585. [More Information]
  • Pham, C., Hancock, G. (2009). Shear buckling of thin-walled channel sections with intermediate web stiffener. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.

2008

  • Pham, C., Hancock, G. (2008). Buckling Studies of Thin-Walled Channel Sections in Shear. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Pham, C., Hancock, G. (2008). Buckling Studies of Thin-Walled Channel Sections under Combined Bending and Shear. Nineteen International Specialty Conference, St Louis, Missouri: Missouri University of Science & Technology.
  • Kwon, Y., Kim, B., Hancock, G. (2008). Compression tests for high strength cold-formed steel columns undergoing interaction between local and distortional buckling. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 2), Sydney Australia: The University Publishing Service, University of Sydney.
  • Pham, C., Hancock, G. (2008). Direct Strength Design of Cold-Formed Purlins. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Yap, D., Hancock, G. (2008). Experimental study of complex high-strength cold-formed cross-shaped steel section. Journal of Structural Engineering, 134(8), 1322-1333.
  • Hancock, G. (2008). The Sixth Equation that Changed the World. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 2), Sydney Australia: The University Publishing Service, University of Sydney.

2007

  • Kwon, Y., Kim, N., Hancock, G. (2007). Compression tests of welded section columns undergoing buckling interaction. Journal of Constructional Steel Research, 63(12), 1590-1602. [More Information]

2006

  • Yap, D., Hancock, G. (2006). Experimental Study of a Complex High Strength Cold-Formed Cross-Shaped Steel Section. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Yang, D., Hancock, G. (2006). Numerical simulation of high-strength steel box-shaped columns failing in local and overall buckling modes. Journal of Structural Engineering, 132(4), 541-549.
  • Yap, D., Hancock, G. (2006). 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 Structures, Rolla, Missouri: University of Missouri-Rolla.

2005

  • Zhao, X., Wilkinson, T., Hancock, G. (2005). Cold-Formed Tubular Members and Connections: Structural Behaviour and Design. Sydney: Elsevier.
  • Papangelis, J., Hancock, G. (2005). Computer Analysis and Design of Cold-Formed Purlins. 10th International Conference on Civil, Structural and Environmental Engineering Computing, United Kingdom: Civil-Comp Press.
  • Hancock, G. (2005). Developments in the Direct Strength Design of Cold-Formed Steel Structural Members.
  • Hancock, G., Cook, D., Moisy, R., Yen, A. (2005). Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members.
  • Hancock, G., Cook, D., Moisy, R., Yen, A. (2005). Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members. 4th International Conference on Advances in Steel Structures, Shanghai, China: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Yap, D., Hancock, G. (2005). Investigation of Buckling Modes of Complex High Strength Thin-Walled Sections. Australian Structural Engineering Conference (ASEC 2005), Newcastle, NSW, Australia: Engineers Australia.
  • Teh, L., Hancock, G. (2005). Strength of welded connections in G450 sheet steels. Journal of Structural Engineering, 131(10), 1561-1569.

2004

  • Teh, L., Hancock, G., Clarke, M. (2004). Analysis And Design Of Double-Sided High-Rise Steel Pallet Rack Frames. Journal of Structural Engineering, 130(7), 1011-1021.
  • Yang, D., Hancock, G., Rasmussen, K. (2004). Compression Tests Of Cold-Reduced High Strength Steel Long Columns. Journal of Structural Engineering, 130(11), 1782-1789.
  • Yang, D., Hancock, G. (2004). Compression Tests Of Cold-Reduced High Strength Steel Stub Columns. Journal of Structural Engineering, 130(11), 1772-1781.
  • Yang, D., Hancock, G. (2004). Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling. Journal of Structural Engineering, 130(12), 1954-1963.
  • Yang, D., Hancock, G. (2004). Developments In Design For Distortional Buckling Of Thin-Walled Members. The Fourth International Conference on Thin-Walled Structures - ICTWS 4. Institute of Physics Publishing.
  • Hancock, G., Kiang, J., Bambach, M., Teh, L., Ong, P. (2004). Forces In Bridging And Bracing Systems For Roof Purlins With Concealed Fixed Sheeting. Second International Conference on Structural Engineering, Mechanics and Computation, Oxford, UK: Taylor and Francis.
  • Teh, L., Hancock, G. (2004). Improving The Ductility Of Knee Joints Between Rectangular Hollow Sections. Journal of Structural Engineering, 130(11), 1790-1798.
  • Yang, D., Hancock, G. (2004). Numerical Simulations Of High Strength Steel Box-Shaped Columns. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Duong, H., Hancock, G. (2004). Recent Developments In The Direct Strength Design Of Thin-Walled Members. International Workshop on Recent Advances and Future Trends in Thin-Walled Structures Technology. Canopus Publishing Limited.
  • Trahair, N., Hancock, G. (2004). Steel Member Strength By Inelastic Lateral Buckling. Journal of Structural Engineering, 130(1), 64-69.
  • Young, B., Hancock, G. (2004). Web Crippling Of Cold-Formed Unlipped Channels With Flanges Restrained. Thin Walled Structures, 42(6), 911-930.

2003

  • Young, B., Hancock, G. (2003). Cold-formed steel channels subjected to concentrated bearing load. Journal of Structural Engineering, 129(8), 1003-1010.
  • Hancock, G. (2003). Cold-formed steel structures. Journal of Constructional Steel Research, 59(4), 473-487.
  • Young, B., Hancock, G. (2003). Compression tests of channels with inclined simple edge stiffeners. Journal of Structural Engineering, 129(10), 1403-1411.
  • Yang, D., Hancock, G. (2003). Compression Tests of Cold-Reduced High Strength Steel Channel Columns Failing in the Distortional Mode. International Conference on Advances in Structures (ASSCCA 2003), The Netherlands: A A Balkema.
  • Rogers, C., Yang, D., Hancock, G. (2003). Stability and ductility of thin high strength G550 steel members and connections. Thin Walled Structures, 41(2-3), 149-166.
  • Harris, E., Hancock, G. (2003). Stability Testing of Sub-Assemblages of High Rise Steel Storage Racks. International Conference on Advances in Structures (ASSCCA 2003), The Netherlands: A A Balkema.

2002

  • Yang, D., Hancock, G., Rasmussen, K. (2002). Compression Tests of Cold-Reduced High Strength Steel Long Columns. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Young, B. (2002). Design of Channels subjected to Concentrated Bearing Load. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Quispe, L. (2002). Direct Strength Method for the Design of Purlins. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Wilkinson, T., Hancock, G. (2002). Predicting the Rotation Capacity of Cold-Formed RHS Beams using Finite Element Analysis. Journal of Constructional Steel Research, 58(11), 1455-1471.
  • Yang, D., Hancock, G. (2002). Stability of High Strength G550 Steel Compression Members. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Teh, L., Hancock, G. (2002). Strength and Behaviour of Fillet Welded Connections in G450 Sheet Steel. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Teh, L., Hancock, G. (2002). Strength and Behaviour of Flare-Bevel and Flare-Vee Welded Connections in G450 Sheet Steel. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hancock, G., Vaux, S., Wong, C. (2002). Sway Stability of Steel Scaffolding and Formwork Systems. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Harris, E., Hancock, G. (2002). Sway Stability Testing of High Rise Rack Sub-Assemblages. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Young, B., Hancock, G. (2002). Tests of Channels subjected to Combined Bending and Web Crippling. Journal of Structural Engineering, 128(3), 300-309.
  • Hancock, G., Yang, D., Rogers, C. (2002). The Behaviour of High Strength G550 Steel Sections as used in Residential Construction. Second International Symposium on Steel Structures, Seoul: Korean Society of Steel Construction.

2001

  • Teh, L., Hancock, G. (2001). Beam Elements in Structural Analysis and Design of Steel Frames. International Conference on Structural Engineering, Mechanics and Computation, : Ads & Adea.
  • Dean, M., Wilkinson, T., Hancock, G. (2001). Bending and Compression Tests of Cold-Formed Rectangular Hollow Sections. 9th International Symposium and Euroconference on Tubular Structures, : UNSW Australian Defence Force Academy.
  • Hancock, G., Murray, T., Ellifritt, D. (2001). Cold-Formed Steel Structures to the AISI Specification. United States: Marcel Dekker.
  • Hancock, G., Rasmussen, K., Popovic, D. (2001). Compression Tests on Cold-formed Angles Loaded Parallel with a Leg. Journal of Structural Engineering, 127,6, 600-607.
  • Hancock, G., Young,, B. (2001). Design of Cold-Formed Channels subjected to Web Crippling. Journal of Structural Engineering, 127,10, 1137-1144.
  • Wilkinson, T., Hancock, G. (2001). Finite Element Analysis to Investigate the Effect of Imperfections on RHS in Bending. 9th International Symposium and Euroconference on Tubular Structures, : UNSW Australian Defence Force Academy.
  • Wilkinson, T., Hancock, G. (2001). Finite Element Methods for the Analysis of Thin-Wall Tubular Sections undergoing Plastic Rotation. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Rogers, C., Hancock, G. (2001). Fracture Toughness of G550 Sheet Steels subjected to Tension. Journal of Constructional Steel Research, 57(1), 71-89.
  • Rogers, C., Yang, D., Hancock, G. (2001). Stability and Ductility of Thin High Strength G550 Steel Members and Connections. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.

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