You are here: University of Sydney / Engineering & IT / About us / Our people / Professor Gregory Hancock 

Professor Gregory Hancock

Emeritus Professor

J05 - J05 Civil Engineering Building
The University of Sydney

Telephone +61 2 9660 7678
Fax +61 400 180 168

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/Discovery Projects (DP).

2005

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

2004

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

2003

  • Structural integrity and nonlinear alternate load path analysis of steel frameworks; Hancock G; University of Sydney (Sesqui)/Bridging Support.

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)/Earlier schemes: Large Grants.
  • 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)/Earlier schemes: Large Grants.
  • Compression stability of high strength steel sections with low strain-hardening; Hancock G, Rasmussen K; Australian Research Council (ARC)/Large Research Grant.
  • Thin-walled sections with unstiffened elements under stress gradients; Rasmussen K, Hancock G; Australian Research Council (ARC)/Earlier schemes: Large Grants.
  • Strength and fracture in steel connections; Hancock G, Rasmussen K, Dagg H; Australian Research Council (ARC)/Spirt Grants.
Back to Top

Selected publications

Download citations: PDF RTF Endnote

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. Advances in Steel and Aluminium Structures, (pp. 3-10). Singapore: Research Publishing.

Journals

  • 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.
  • Pham, C., Hancock, G. (2012). Tension field action for cold-formed sections in shear. Journal of Constructional Steel Research, 72, 168-178.
  • 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.
  • 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.
  • Pham, C., Hancock, G. (2010). Response to Discussion on "Shear buckling of thin-walled sections". Journal of Constructional Steel Research, 66(4), 606-606.
  • 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.
  • 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.
  • 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.
  • 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.
  • 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.

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.
  • 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. (2012). Tension field action for cold-formed sections in shear. Journal of Constructional Steel Research, 72, 168-178.

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.
  • 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.
  • Hancock, G. (2011). Harmonising the Australian Standard AS 4100 Steel Structures. 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.
  • Pham, C., Hancock, G. (2010). Response to Discussion on "Shear buckling of thin-walled sections". Journal of Constructional Steel Research, 66(4), 606-606.

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.
  • 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.
  • 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.

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.
Back to Top

For support on your academic profile contact Research Support.