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Professor Kim Rasmussen

Head of School of Civil Engineering
Chairman, Centre for Advanced Structural Engineering

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

School of Civil Engineering

Materials and Structures

Biographical details

Professor Kim Rasmussen obtained his Masters of Science in Engineering from the Technical University of Denmark in 1982 and his PhD from the University of Sydney in 1988. He was appointed Lecturer in the School of Civil Engineering at the University of Sydney in 1989 and is now full Professor and Head in the same School. He is also head of the Structures Group and Chairman of the Centre for Advanced Structural Engineering which operates within the School and supports its research and consulting activities in the area of structural engineering. He is member the Engineering, Mathematics and Informatics (EMI) Panel of the College of the Australian Research Council, and an active consultant to industry, nationally and internationally.

Kim Rasmussen’s main research areas are theoretical and experimental structural mechanics with particular expertise in steel structural members and systems, cold-formed steel structures, stainless steel structures, aluminium structures, and structural stability and analysis. He teaches advanced structural steel design to undergraduate and postgraduate students. He is member or chairman of numerous Standards Australia committees and a member of the editorial boards of most of the leading journals in his field.

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Research interests

A fascination with structures buckling under pressure has led to a distinguished career in the design, analysis and testing of metal structures for stability for Professor Kim Rasmussen. A world-leading researcher in the field, Professor Rasmussen's work is making the metal structures that surround us - from high-rise office buildings to houses to industrial shelving and scaffolding - safer, more efficient and more economical.

"I've always been fascinated by buckling. The notion that something can be geometrically perfect but then when you put a small additional load on it the whole thing suddenly buckles is just fascinating to me. And we can now analyse and predict this behaviour with a great degree of confidence.

"I research efficient ways of designing metal structures. These include the steel 'skeletons' of buildings, which need to carry the weight of the building as well as bearing the load of wind, earthquakes and so on. I also work with structures such as scaffolding and steel storage racks used in warehouses. Racks are challenging to design because they're built as lightly as possible but are very heavily loaded, and they can and do collapse for a range of reasons. My research aims to determine the forces leading to these collapses and better design these structures accordingly.

"I came to the University of Sydney in the early 1980s as a PhD student and joined the staff straight afterwards, and I've enjoyed every minute of it. There's a lot going on in buckling here, which is pretty exciting for me. My main challenge is finding the time to do it all!"

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Teaching and supervision

CIVL4860 - Architectural to Structural Design
CIVL5266 - Steel Structures - Stability
CIVL5267 - Steel Structures - Advanced Analysis and Design

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Associations

Standards Committees

  • Standards Australia Committee BD/1 Steel Structures, Member
  • Standards Australia Committee BD/50 Aluminium Structures, Chairman
  • Standards Australia Committee BD/62 Steel Storage Racks, Chairman
  • Standards Australia Committee BD/86 Stainless Steel Structures, Member
  • American Society of Civil Engineers (ASCE) Standards Committee on Stainless Steel Cold-formed Structural Members, Chairman
  • Structural Stability Research Council Task Group 1


Recent Advisory Committees

  • Member of the International Advisory Committee for the 6th European Conference on Steel and Composite Structures, EuroSteel 2011, Budapest, 31 August - 2 September, 2011.
  • Member of the International Scientific Committee of International Conference on Thin-walled Structures (ICTWS6), Timisoara, 5-7 September 2011.
  • Member of the International Scientific Committee for the Fifth International Conference on Steel and Composite Structures (ICSCS’2011), Seoul, Korea, 18-23 September 2011
  • Member of the Scientific Committee of the Australasian Conference on Mechanics of Structures and Materials (ACMSM22), Sydney, December 2012.
  • Member of the International Scientific Committee of the 7th International Conference on Advances in Steel Structures, ICASS’2012.
  • Member of the International Advisory Board for SEMC 2013: The Fourth International Conference on Structural Engineering, Mechanics and Computation, 2-4 September 2013, Cape Town, South Africa.
  • Member of the International Scientific Committee of the Pacific Structural Steel Conference PSSC2013, 8-11 October 2013, Singapore.


Editorial Board Memberships

  • Thin-walled Structures
  • Journal of Constructional Steel Research
  • Steel Construction
  • Steel and Composite Structures, an International Journal
  • International Journal for Advanced Steel Construction


Board Memberships

  • Member of Advisory Board for the Centre of Excellence Design in Light Alloys

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Themes

Materials and structures

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Selected grants

2012

  • Long-span cold-formed steel portal frames; Mysore K, Sharma S, Filonov A, Zhang H, Rasmussen K; Australian Research Council/Linkage Projects (LP).
  • Long-span cold-formed steel portal frames; Rasmussen K, Zhang H, Filonov A, Mysore K, Sharma S; Australian Research Council (ARC)/Linkage Projects (LP).
  • Strengthening merit-based access and support at the new NCI petascale supercomputing facility; Botten L, Leinweber D, Radom L, Gready J, England M, Mark A, Blackburn H, Hogg A, Jakob C, Pitman A, Powell B, Rasmussen K, Moresi L, Yu A, Knackstedt M, Bilek M, Ragan M, Schmidt B, Muller D, Pukala T, Soria J, Turney C, Hourigan K, Adelson D, Khanna R, Denier J, Pailthorpe B; Australian Research Council/Linkage Infrastructure, Equipment and Facilities (LIEF).
  • Seismic behavior of drive-in steel storage racks; Rasmussen K, Clarke M, Zhang H, Clarke M, Yang D, Berry P; Australian Research Council (ARC)/Linkage Projects (LP).

2011

  • System reliability-based criteria for designing steel structures by advanced analysis; Rasmussen K, Zhang H, Ellingwood B; Australian Research Council (ARC)/Discovery Projects (DP).

2009

  • Capital Markets CRC Limited Scholarships; Rasmussen K; Capital Markets CRC/Scholarship.
  • Advanced analysis methods for locally unstable steel structures; Rasmussen K, Hancock G; Australian Research Council/Discovery Projects (DP).

2008

  • High strength formwork systems; Rasmussen K, Pourbozorgi H; Australian Research Council/Linkage Projects (LP).

2005

  • Behaviour and innovatice design of drive-in steel storage racks; Hancock G, Rasmussen K; Australian Research Council (ARC)/Discovery Project.
  • Adhesive fasteners for wall and roofing systems; Rasmussen K; CRC Welded Structures/BLO Project.
  • Welding procedures for stud welding; Rasmussen K; CRC Welded Structures/BLO Project.
  • Innovative blast-resistant structural composite members; Rasmussen K; University of Sydney/Research & Development.
  • Service performance of long run roof sheeting; Rasmussen K; CRC Welded Structures/BLO Project.

2003

  • Design of cold-formed stainless steel structural members; Rasmussen K; University of Sydney (Sesqui)/Bridging Support.

2001

  • CRC project 2000-91: Welding of rectangular hollow section members of equal width; Rasmussen K; CRC for Welded Structures/BLO Project.
  • Strength and Ductibility of Single Point, Self-Drilling, Seft-Taping Fasterners.; Rasmussen K, Suntheraraj S; CRC for Welded Structures/BLO Project.
  • Structural Stability and Design of Steel Formwork and Scaffolding Systems; Hancock G, Rasmussen K; Australian Research Council (ARC)/Earlier schemes: Large Grants.

2000

  • 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.
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Selected publications

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Book Chapters

  • Rasmussen, K. (2005). High Strength Steel Structures. In J. Rondal & D Dubina (Eds.), Light gauge metal structures: recent advances, (pp. 120-141). Vienna: Springer.
  • Rasmussen, K. (2005). Stainless Steel Structures. In J. Rondal & D Dubina (Eds.), Light gauge metal structures: recent advances, (pp. 67-119). Vienna: Springer.

Journals

  • Gilbert, B., Rasmussen, K., Baldassino, N., Cudini, T., Rovere, L. (2012). Determining the transverse shear stiffness of steel storage rack upright frames. Journal of Constructional Steel Research, 78, 107-116.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2012). Drive-In Steel Storage Racks. II: Reliability-Based Design for Forklift Truck Impact. Journal of Structural Engineering, 138(2), 148-156.
  • Yao, Z., Rasmussen, K. (2012). Inelastic local buckling behaviour of perforated plates and sections under compression. Thin Walled Structures, 61, 49-70.
  • Zhang, H., Rasmussen, K., Ellingwood, B. (2012). Reliability assessment of steel scaffold shoring structures for concrete formwork. Engineering Structures, 36, 81-89.
  • Uddin, M., Hossain, L., Abbasi, A., Rasmussen, K. (2012). Trend and Efficiency Analysis of Co-authorship Networks. Scientometrics, 90(2), 687-699.
  • Rasmussen, K., Gilbert, B. (2011). Analysis-based 2D design of steel storage racks. International Journal of Structural Stability and Dynamics, 11(5), 929-947.
  • Gilbert, B., Rasmussen, K. (2011). Determination of accidental forklift truck impact forces on drive-in steel rack structures. Engineering Structures, 33(5), 1403-1409.
  • Gilbert, B., Rasmussen, K. (2011). Determination of the base plate stiffness and strength of steel storage racks. Journal of Constructional Steel Research, 67(6), 1031-1041.
  • Abbasi, A., Hossain, L., Uddin, M., Rasmussen, K. (2011). Evolutionary Dynamics of Scientific Collaboration Networks: Multi-Levels and Cross-time Analysis. Scientometrics, 89(2), 687-710.
  • Gilbert, B., Rasmussen, K. (2011). Impact tests and parametric impact studies on drive-in steel storage racks. Engineering Structures, 33(2011), 1410-1422.
  • Chandrangsu, T., Rasmussen, K. (2011). Investigation of geometric imperfections and joint stiffness of support scaffold systems. Journal of Constructional Steel Research, 67(4), 576-584.
  • Yao, Z., Rasmussen, K. (2011). Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Analytical developments. Thin Walled Structures, 49(11), 1359-1373.
  • Yao, Z., Rasmussen, K. (2011). Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Numerical investigations. Thin Walled Structures, 49(11), 1374-1391.
  • Gilbert, B., Rasmussen, K. (2011). Recent research on the design and behaviour of drive-in steel storage racking systems. Steel Construction, 4(4), 232-241.
  • Chandrangsu, T., Rasmussen, K. (2011). Structural modelling of support scaffold systems. Journal of Constructional Steel Research, 67(5), 866-875.
  • Gilbert, B., Rasmussen, K. (2010). Bolted moment connections in drive-in and drive-through steel storage racks. Journal of Constructional Steel Research, 66(6), 755-766.
  • Rossi, B., Jaspart, J., Rasmussen, K. (2010). Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design. Journal of Structural Engineering, 136(4), 361-369.
  • Rossi, B., Jaspart, J., Rasmussen, K. (2010). Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations. Journal of Structural Engineering, 136(4), 354-360.
  • Lindgaard, E., Lund, E., Rasmussen, K. (2010). Nonlinear buckling optimization of composite structures considering "worst" shape imperfections. International Journal of Solids and Structures, 47, 3186-3202.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2010). Probabilistic study of the strength of steel scaffold systems. Structural Safety, 32(6), 393-401.
  • Becque, J., Rasmussen, K. (2009). A numerical investigation of local-overall interaction buckling of stainless steel lipped channel columns. Journal of Constructional Steel Research, 65(8-9), 1685-1693.
  • Ramirez, A., Ansourian, P., Nielsen, J., Rasmussen, K., Ayuga, F. (2009). Analysis of Measurements Obtained by Plate-type Pressure Cells Having a Recess - DEM Simulation. Bulk Solids and Powder, Science and Technology, 4(1), 34-38.
  • Lecce, M., Rasmussen, K. (2009). Design of Wide-flange Stainless Steel Sections. Advanced Steel Construction: an international journal, 5(2), 164-174.
  • Becque, J., Rasmussen, K. (2009). Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns. Journal of Constructional Steel Research, 65(8-9), 1677-1684.
  • Becque, J., Rasmussen, K. (2009). Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Journal of Structural Engineering, 135(11), 1340-1348.
  • 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.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2009). Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures. Thin Walled Structures, 47(2), 219-232.
  • Becque, J., Rasmussen, K. (2009). Numerical Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Journal of Structural Engineering, 135(11), 1349-1356.
  • Ye, J., Rasmussen, K. (2008). Compression strength of unstiffened elements in cold-reduced high strength steel. Journal of Structural Engineering, 134(2), 189-197.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method. Thin Walled Structures, 46(2), 165-191.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Isoparametric spline finite strip method for the bending of perforated plates. International Journal for Numerical Methods in Engineering, 74(9), 1448-1472.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Linear elastic isoparametric spline finite strip analysis of perforated thin-walled structures. Thin Walled Structures, 46(3), 242-260.
  • Lecce, M., Rasmussen, K. (2008). Nonlinear flange curling in wide flange sections. Journal of Constructional Steel Research, 64(7), 779-784.
  • Becque, J., Lecce, M., Rasmussen, K. (2008). The direct strength method for stainless steel compression members. Journal of Constructional Steel Research, 64(11), 1231-1238.
  • Bambach, M., Rasmussen, K. (2007). Behavior of self-drilling screws in light-gauge steel construction. Journal of Structural Engineering, 133(6), 895-898.
  • Bambach, M., Rasmussen, K., Ungereanuc, V. (2007). Inelastic Behaviour and Design of Slender I-sections in minor axis bending. Journal of Constructional Steel Research, 63(1), 1-12.
  • Teh, L., Rasmussen, K. (2007). Strength of arc-welded T-joints between equal width cold-formed RHS. Journal of Constructional Steel Research, 63(4), 571-579.
  • Rasmussen, K. (2006). Bifurcation of Locally Buckled Point Symmetric Columns - Analytical Developments. Thin Walled Structures, 44, 1161-1174.
  • Rasmussen, K. (2006). Bifurcation of Locally Buckled Point Symmetric Columns - Experimental Investigations. Thin Walled Structures, 44(11), 1175-1184.
  • Rasmussen, K. (2006). Design of slender angle section beam-columns by the direct strength method. Journal of Structural Engineering, 132(2), 204-211.
  • Lecce, M., Rasmussen, K. (2006). Distortional buckling of cold-formed stainless steel sections: Experimental investigation. Journal of Structural Engineering, 132(4), 497-504.
  • Lecce, M., Rasmussen, K. (2006). Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design. Journal of Structural Engineering, 132(4), 505-514.
  • Arasaratnam, P., Sivakumaran, K., Rasmussen, K. (2006). Measurement and Assessment of Imperfections in Plasma cut-welded H-shaped Steel Columns. Steel and Composite Structures: an international journal, 6(6), 531-555.
  • Rasmussen, K. (2005). Design of Angle Columns with Locally Unstable Legs. Journal of Structural Engineering, 131(10), 1553-1560.
  • Rasmussen, K., Trahair, N. (2005). Exact and Approximate Solutions for the Flexural Buckling of Columns with Oblique Rotational End Restraints. Thin Walled Structures, 43(3), 411-426.
  • Trahair, N., Rasmussen, K. (2005). Finite Element Analysis of the Flexural Buckling of Columns with Oblique Restraints. Journal of Structural Engineering, 131, 481-487.
  • Trahair, N., Rasmussen, K. (2005). Flexural-torsional buckling of columns with oblique eccentric restraints. Journal of Structural Engineering, 131, 1731-1737.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2005). Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections. International Journal of Steel Structures, 5, 87-100.
  • 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.
  • Rasmussen, K., Burns, T., Bezkorovainy, P. (2004). Design Of Stiffened Elements In Cold-Formed Stainless Steel Sections. Journal of Structural Engineering, 130(11), 1764-1771.
  • Bambach, M., Rasmussen, K. (2004). Design Provisions For Sections Containing Unstiffened Elements With Stress Gradient. Journal of Structural Engineering, 130(10), 1620-1628.
  • Rasmussen, K., Bambach, M. (2004). Effective Widths of Unstiffened Elements with Stress Gradient. Journal of Structural Engineering, 130(10), 1611-1619.
  • Bambach, M., Rasmussen, K. (2004). Effects Of Anchoring Tensile Stresses In Axially Loaded Plates And Sections. Thin Walled Structures, 42(10), 1465-1479.
  • Bambach, M., Rasmussen, K. (2004). Experimental Techniques For Testing Unstiffened Plates In Compression And Bending. Experimental Mechanics, 44(1), 91-96.
  • Rondal, J., Rasmussen, K. (2004). On The Strength Of Cast Iron Columns. Journal of Constructional Steel Research, 60(9), 1257-1270.
  • Bambach, M., Rasmussen, K. (2004). Tests Of Unstiffened Plate Elements Under Combined Compression And Bending. Journal of Structural Engineering, 130(10), 1602-1610.
  • Rasmussen, K. (2003). Full-range stress-strain curves for stainless steel alloys. Journal of Constructional Steel Research, 59(1), 47-61.
  • Young, B., Rasmussen, K. (2003). Measurement techniques in the testing of thin-walled structural members. Society For Experimental Mechanics. Annual Proceedings, 43(1), 32-38.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2003). Numerical modelling of stainless steel plates in compression. Journal of Constructional Steel Research, 59(11), 1345-1362.
  • Bezkorovainy, P., Burns, T., Rasmussen, K. (2003). Strength curves for metal plates in compression. Journal of Structural Engineering, 129(11), 1433-1440.
  • Hasham, A., Rasmussen, K. (2002). Journal of Constructional Steel Research. Journal of Constructional Steel Research, 58(2), 213-241.
  • 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.
  • Rasmussen, K., Hasham, A. (2001). Tests of X- and K-joints in CHS Stainless Steel Tubes. Journal of Structural Engineering, 127(10), 1183-1189.
  • Rasmussen, K., Young, B. (2001). Tests of X- and K-Joints in SHS Stainless Steel Tubes. Journal of Structural Engineering, 127(10), 1173-1182.

Conferences

  • Trouncer, A., Rasmussen, K. (2012). An Experimental Investigation into Flexural-Torsional Bucking of Ultra Light-Gauge Steel Storage Rack Uprights. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Zhang, X., Rasmussen, K., Zhang, H. (2012). Beam-Element-Based Analyses of Locally and Distortionally Buckled Columns. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Rossi, B., Rasmussen, K. (2012). Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2012). Development of Limit State Criteria for Drive-In Steel Racks Under Forklift Truck Impact. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Zhang, X., Rasmussen, K., Zhang, H. (2012). Formulation and Implementation of Three-Dimensional Doubly Symmetric Beam Finite Elements with Warping Effects in OpenSees. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Niu, S., Rasmussen, K., Fan, F. (2012). Member Capacity of Stainless Steel I-beams Featuring Local-Global Interaction Buckling. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Shayan, S., Rasmussen, K., Zhang, H. (2012). On the Modelling if Geometric Imperfections of Steel Structural Members and Frames. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Niu, S., Rasmussen, K., Fan, F. (2012). Section Capacity of Thin-Walled Stainless Steel I-beams. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Zhang, H., Rasmussen, K. (2012). System-Based Design of Steel Scaffolding Structures Using Advanced Analysis. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Rendall, M., Rasmussen, K. (2012). The Behaviour of Pin-Ended Flange Elements in Compression. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Yao, Z., Rasmussen, K. (2012). The Inelastic Behavior of Perforated Sections under Axial Compression. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Shayan, S., Rasmussen, K., Zhang, H. (2012). Transmission of Warping Through Joints of Steel Frames. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Sedra, S., Rasmussen, K., Forster, G. (2011). Capacity Reduction Factors for the Design of Ductile Cast Iron Components of Heritage Bridges. 2011 Austroads 8th Bridge Conference, Sydney, Australia: Austroads Inc.
  • Rasmussen, K., Gilbert, B. (2011). Design of Steel Storage Racks - Elastic and Inelastic Analysis Methods. 6th European Conference on Steel and Composite Structures (EUROSTEEL 2011), Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Chandrangsu, T., Rasmussen, K., Zhang, H. (2011). Design of Support Formwork Systems by Advanced Structural Analysis. Third International Symposium on Innovative Design of Steel Structures, Hong Kong: University of Hong Kong.
  • Gilbert, B., Rasmussen, K. (2011). Determining the Transverse Shear Stiffness of Steel Storage Rack Upright Frames. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Hua, V., Rasmussen, K. (2011). Friction Coefficient and In-plane Shear Stiffness of Steel Storage Rack Timber Pallets. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Gilbert, B., Rasmussen, K. (2011). Recent Research on the Design and Behaviour of Drive-in Steel Storage Racking Systems. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Zhang, H., Rasmussen, K., Ellingwood, B. (2011). Reliability analysis of steel scaffold shoring structures. 11th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2011), London: CRC Press.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2011). Reliability-based design for steel drive-in racks under forklift truck impact. 11th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2011), London: CRC Press.
  • Yao, Z., Rasmussen, K. (2011). The Inelastic Behaviour of Perforated Plates under Axial Compression. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Yao, Z., Rasmussen, K. (2010). Material and Geometric Non-Linear Analysis of Perforated Thin-Walled Steel Structures by the Isoparametric Spline Finite Strip Method. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2010). Probabilistic study of the strength of steel scaffold systems. The 10th International Conference on Structural Safety and Reliability, London, UK: CRC Press.
  • Reynolds, J., Trouncer, A., Zhang, H., Rasmussen, K. (2010). Reliability-Based Limit State Design of Steel Support Scaffold Frames. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Chandrangsu, T., Rasmussen, K., Zhang, H. (2010). Reliability-based methodology for the design of support formwork systems by advanced structural analysis. The Fourth International Conference on Structural Engineering, Mechanics and Computation, London: CRC Press.
  • Rasmussen, K., Gilbert, B. (2009). Advanced Analysis and Design of Steel Storage Racks. ESMC2009.
  • Rasmussen, K., Gilbert, B. (2009). Analysis-based design provisions for steel storage racks. 11th Nordic Steel Construction Conference NSCC 2009, Sweden: Swedish Institute of Steel Construction (SBI).
  • Gilbert, B., Rasmussen, K. (2009). Determination of accidental forklift truck impact forces on drive-in steel rack structures. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Chandrangsu, T., Rasmussen, K. (2009). Full-Scale Tests and Advanced Structural Analysis of Formwork Subassemblies. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Chandrangsu, T., Rasmussen, K. (2009). Geometric Imperfection Measurements and Joint Stiffness of Support Scaffold Systems. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Gilbert, B., Rasmussen, K. (2009). Impact tests and parametric studies on drive-in steel storage racks. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2009). Probabilistic assessment of the strength of steel scaffold systems using advanced analysis. 10th International Conference on Structural Safety and Reliability (ICOSSAR'09). CRC Press.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2009). System Reliability of Steel Scaffold Systems. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Rossi, B., Rondal, J., Rasmussen, K. (2008). Application of the Direct Strength Method to Stainless Steel Lipped Channel Section Columns Failing by Combined Distortional and Flexural-Torsional Buckling. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Rossi, B., Rasmussen, K. (2008). Deformation Capacity Design of Stainless Steel Lipped Channel Columns. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Gilbert, B., Rasmussen, K. (2008). Determination of the Base Plate Stiffness of Steel Storage Racking Systems. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Elastic Buckling Analysis of Perforated Thin-Walled Structures by the Isoparametic Spine Finite Strip Method. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Becque, J., Rasmussen, K. (2008). Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Telue, Y., Rasmussen, K. (2008). Joining of Steel Wall Profiles Using Adhesive Fasteners. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Becque, J., Rasmussen, K. (2008). Numerical Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-columns. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Rasmussen, K., Wilkinson, T. (2008). Proceedings of the 5th International Conference on Coupled Instabilities in Metal Structures (CIMS2008). Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Gilbert, B., Rasmussen, K. (2008). Stiffness Tests and Load Transfer in Drive-In Steel Storage Racks. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Koen, D., Rasmussen, K. (2008). Structural Capacity of Light Gauge Steel Storage Rack Uprights. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Rossi, B., Rondal, J., Cescotto, S., Rasmussen, K. (2008). Tests and Design of Stainless Steel Lipped Channel Section Columns. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Telue, Y., Rasmussen, K. (2008). Weldability of Shear Studs Through Z350 Galvanished Steel Decking Profiles. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Lecce, M., Rasmussen, K. (2007). Design of Wide-Flange Stainless Steel Sections in Bending. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Becque, J., Rasmussen, K. (2007). Experimental investigation of the interaction of local and overall buckling of stainless steel columns. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • Lecce, M., Rasmussen, K. (2007). Experimental Investigation of Wide-Flange Stainless Steel Sections in Bending. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Ramirez, A., Einav, I., Ansourian, P., Ayuga, F., Rasmussen, K. (2007). GRANULAR EFFECTS ARISING FROM MOUNTED PRESSURE CELLS IN SILO WALLS - DEM ANALYSES. 2007 Agriculture and Engineering Conference -Challenge Today, Technology Tomorrow, Adelaide: Australian Society for Engineering in Agriculture.
  • Ramirez, A., Einav, I., Ansourian, P., Ayuga, F., Rasmussen, K. (2007). Influence of Local Imperfections in Silo Pressure Measurements - Dem Analysis. 9th International Conference on Bulk Materials Storage, Handling and Transportation (ICBMH 2007), 11 National Circuit, Barton ACT Australia: Engineers Australia.
  • Becque, J., Rasmussen, K. (2007). Numerical investigation of the interaction of local and overall buckling of stainless steel columns. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • 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.
  • Becque, J., Lecce, M., Rasmussen, K. (2007). The Direct Strength Method for Stainless Steel Compression Members. Stainless Steel in Structures: 2nd International Experts Seminar, UK: The Steel Construction Institute.
  • Rasmussen, K. (2006). Design of Cold-formed Steel Angle Section Columns with Locally Unstable Legs. India-Australia Workshop on Cold-formed Steel Structures.
  • Lecce, M., Rasmussen, K. (2006). Distortional Buckling of Stainless Steel Sections in Compression. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Lecce, M., Rasmussen, K. (2006). Nonlinear flange curling in wide flange sections. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Rasmussen, K., Ye, J., Bambach, M. (2006). Recent advances in cold-formed steel research and design. ICMS 2006 INTERNATIONAL CONFERENCE ON METAL STRUCTURES 2006: "STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING", London, UK: CRC Press/Balkema.
  • Rasmussen, K. (2006). Stainless Steel Design to AS/NZS4673. India-Australia Workshop on Cold-formed Steel Structures.
  • Rasmussen, K. (2006). Strength of Unstiffened Elements in G550 High Strength Steel. 2nd International Symposium on Cold-Formed Metal Structures.
  • Bambach, M., Rasmussen, K. (2005). Elastic and Plastic Effective Width Equations for Unstiffened Elements under Stress Gradients. 4th European Conference on Steel and Composite Structures - Eurosteel2005, Aachen, Germany: Druckand Verlagshaus Mainz GmbH Aachen.
  • Rasmussen, K., Trahair, N. (2005). Flexural buckling of columns with oblique end restraints. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.
  • Rasmussen, K. (2005). Torsional Rigidity of Locally Buckled Sections. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.
  • Rasmussen, K. (2004). Buckling Phenomena And Design Methods For Angle Section Columns With Locally Unstable Legs. Fourth International Conference on Coupled Instabilities in Metal Structures: CIMS ''04. Association Historique Internationale de l'Ocan Indien.
  • Rasmussen, K., Hossain, M. (2004). Design Of Slender Angle Section Beam-Columns By The Direct Strength Method. Fourth International Conference on Coupled Instabilities in Metal Structures CIMS 2004, Rome, Italy: University "La Sapienza" of Rome.
  • Lecce, M., Rasmussen, K. (2004). Design Of Stainless Steel Sections Against Distortional Buckling. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Lecce, M., Rasmussen, K. (2004). Experimental Investigation Of Distortional Buckling Of Cold-Formed Stainless Steel Sections. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Bezkorovainy, P., Burns, T., Rasmussen, K. (2004). Strength Curves For Metal Plates In Compression. 4th International Conference on Thin-walled Structures, Bristol, England ; Philadelphia: Institute of Physics Publishing.
  • Rasmussen, K. (2004). Torsional Rigidity Of Locally Buckled Sections. Fourth International Conference on Coupled Instabilities in Metal Structures CIMS 2004, Rome, Italy: University "La Sapienza" of Rome.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2003). Local Buckling of Cold-Formed Stainless Steel Sections. Stainless Steel in Structures: 2nd International Experts Seminar, UK: The Steel Construction Institute.
  • Bambach, M., Rasmussen, K. (2003). New Design Provisions For Sections Containing Unstiffened Elements With Stress Gradient. 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.
  • Bambach, M., Rasmussen, K. (2002). Design Provisions for Sections containing Unstiffened Elements under Stress Gradients. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Rasmussen, K., Pappangelis, J. (2002). Earthquake Design of Frame Structures by Computer. Third Australian Congress on Applied Mechanics - Progress and Applications, Amsterdam: Elsevier.
  • Bambach, M., Rasmussen, K. (2002). Effects Widths of Unstiffened Elements under Combined Compressionand Bending. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2002). Numerical Modelling of Stainless Steel Plates. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Rasmussen, K., Gouch, A. (2002). Selection Criteria in the Structural Use of Stainless Steel Alloys. IABSE Symposium Report 86, Melbourne: Iabse.
  • Rasmussen, K., Gouch, A. (2002). The Background of AS/NZS 4673:2001 - Cold-Formed Stainless Steel Structures. IABSE Symposium Report 86, Melbourne: Iabse.
  • Fish, R., Lee, M., Rasmussen, K. (2002). Torsional Buckling Experiments on Wide-Flange Thin-Walled Z-Section Columns. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Rasmussen, K. (2001). Bifurcation Experiments on Locally Buckled Z-Section Columns. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Bambach, M., Rasmussen, K. (2001). Effects of Anchoring Tensile Stresses in Axially Loaded Plates and Sections. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Bambach, M., Rasmussen, K. (2001). Experimental Techniques for Testing Unstiffened Plates in Compression and Bending. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Rasmussen, K., Hasham, A. (2001). Nonlinear Analysis of Locally Buckled I-Section Steel Beam-Columns. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Bambach, M., Rasmussen, K. (2001). Residual Stresses in Unstiffened Plate Specimens. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.

2012

  • Trouncer, A., Rasmussen, K. (2012). An Experimental Investigation into Flexural-Torsional Bucking of Ultra Light-Gauge Steel Storage Rack Uprights. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Zhang, X., Rasmussen, K., Zhang, H. (2012). Beam-Element-Based Analyses of Locally and Distortionally Buckled Columns. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Rossi, B., Rasmussen, K. (2012). Carrying Capacity of Stainless Steel Columns in the Low Slenderness Range. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Gilbert, B., Rasmussen, K., Baldassino, N., Cudini, T., Rovere, L. (2012). Determining the transverse shear stiffness of steel storage rack upright frames. Journal of Constructional Steel Research, 78, 107-116.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2012). Development of Limit State Criteria for Drive-In Steel Racks Under Forklift Truck Impact. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2012). Drive-In Steel Storage Racks. II: Reliability-Based Design for Forklift Truck Impact. Journal of Structural Engineering, 138(2), 148-156.
  • Zhang, X., Rasmussen, K., Zhang, H. (2012). Formulation and Implementation of Three-Dimensional Doubly Symmetric Beam Finite Elements with Warping Effects in OpenSees. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Yao, Z., Rasmussen, K. (2012). Inelastic local buckling behaviour of perforated plates and sections under compression. Thin Walled Structures, 61, 49-70.
  • Niu, S., Rasmussen, K., Fan, F. (2012). Member Capacity of Stainless Steel I-beams Featuring Local-Global Interaction Buckling. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Shayan, S., Rasmussen, K., Zhang, H. (2012). On the Modelling if Geometric Imperfections of Steel Structural Members and Frames. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Zhang, H., Rasmussen, K., Ellingwood, B. (2012). Reliability assessment of steel scaffold shoring structures for concrete formwork. Engineering Structures, 36, 81-89.
  • Niu, S., Rasmussen, K., Fan, F. (2012). Section Capacity of Thin-Walled Stainless Steel I-beams. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Zhang, H., Rasmussen, K. (2012). System-Based Design of Steel Scaffolding Structures Using Advanced Analysis. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Rendall, M., Rasmussen, K. (2012). The Behaviour of Pin-Ended Flange Elements in Compression. Sixth International Conference on Coupled Instabilities in Metal Structures CIMS2012, Scotland: Loughborough University.
  • Yao, Z., Rasmussen, K. (2012). The Inelastic Behavior of Perforated Sections under Axial Compression. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Shayan, S., Rasmussen, K., Zhang, H. (2012). Transmission of Warping Through Joints of Steel Frames. 7th International Conference on Advances in Steel Structures (ICASS 2012), Nanjing: Southeast University Press.
  • Uddin, M., Hossain, L., Abbasi, A., Rasmussen, K. (2012). Trend and Efficiency Analysis of Co-authorship Networks. Scientometrics, 90(2), 687-699.

2011

  • Rasmussen, K., Gilbert, B. (2011). Analysis-based 2D design of steel storage racks. International Journal of Structural Stability and Dynamics, 11(5), 929-947.
  • Sedra, S., Rasmussen, K., Forster, G. (2011). Capacity Reduction Factors for the Design of Ductile Cast Iron Components of Heritage Bridges. 2011 Austroads 8th Bridge Conference, Sydney, Australia: Austroads Inc.
  • Rasmussen, K., Gilbert, B. (2011). Design of Steel Storage Racks - Elastic and Inelastic Analysis Methods. 6th European Conference on Steel and Composite Structures (EUROSTEEL 2011), Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Chandrangsu, T., Rasmussen, K., Zhang, H. (2011). Design of Support Formwork Systems by Advanced Structural Analysis. Third International Symposium on Innovative Design of Steel Structures, Hong Kong: University of Hong Kong.
  • Gilbert, B., Rasmussen, K. (2011). Determination of accidental forklift truck impact forces on drive-in steel rack structures. Engineering Structures, 33(5), 1403-1409.
  • Gilbert, B., Rasmussen, K. (2011). Determination of the base plate stiffness and strength of steel storage racks. Journal of Constructional Steel Research, 67(6), 1031-1041.
  • Gilbert, B., Rasmussen, K. (2011). Determining the Transverse Shear Stiffness of Steel Storage Rack Upright Frames. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Abbasi, A., Hossain, L., Uddin, M., Rasmussen, K. (2011). Evolutionary Dynamics of Scientific Collaboration Networks: Multi-Levels and Cross-time Analysis. Scientometrics, 89(2), 687-710.
  • Hua, V., Rasmussen, K. (2011). Friction Coefficient and In-plane Shear Stiffness of Steel Storage Rack Timber Pallets. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Gilbert, B., Rasmussen, K. (2011). Impact tests and parametric impact studies on drive-in steel storage racks. Engineering Structures, 33(2011), 1410-1422.
  • Chandrangsu, T., Rasmussen, K. (2011). Investigation of geometric imperfections and joint stiffness of support scaffold systems. Journal of Constructional Steel Research, 67(4), 576-584.
  • Yao, Z., Rasmussen, K. (2011). Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Analytical developments. Thin Walled Structures, 49(11), 1359-1373.
  • Yao, Z., Rasmussen, K. (2011). Material and geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled steel structures - Numerical investigations. Thin Walled Structures, 49(11), 1374-1391.
  • Gilbert, B., Rasmussen, K. (2011). Recent Research on the Design and Behaviour of Drive-in Steel Storage Racking Systems. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.
  • Gilbert, B., Rasmussen, K. (2011). Recent research on the design and behaviour of drive-in steel storage racking systems. Steel Construction, 4(4), 232-241.
  • Zhang, H., Rasmussen, K., Ellingwood, B. (2011). Reliability analysis of steel scaffold shoring structures. 11th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2011), London: CRC Press.
  • Zhang, H., Gilbert, B., Rasmussen, K. (2011). Reliability-based design for steel drive-in racks under forklift truck impact. 11th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2011), London: CRC Press.
  • Chandrangsu, T., Rasmussen, K. (2011). Structural modelling of support scaffold systems. Journal of Constructional Steel Research, 67(5), 866-875.
  • Yao, Z., Rasmussen, K. (2011). The Inelastic Behaviour of Perforated Plates under Axial Compression. 6th International Conference on Thin Walled Structures, Mem Martins, Portugal: ECCS European Convention for Constructional Steelwork.

2010

  • Gilbert, B., Rasmussen, K. (2010). Bolted moment connections in drive-in and drive-through steel storage racks. Journal of Constructional Steel Research, 66(6), 755-766.
  • Rossi, B., Jaspart, J., Rasmussen, K. (2010). Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Design. Journal of Structural Engineering, 136(4), 361-369.
  • Rossi, B., Jaspart, J., Rasmussen, K. (2010). Combined Distortional and Overall Flexural-Torsional Buckling of Cold-Formed Stainless Steel Sections: Experimental Investigations. Journal of Structural Engineering, 136(4), 354-360.
  • Yao, Z., Rasmussen, K. (2010). Material and Geometric Non-Linear Analysis of Perforated Thin-Walled Steel Structures by the Isoparametric Spline Finite Strip Method. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Lindgaard, E., Lund, E., Rasmussen, K. (2010). Nonlinear buckling optimization of composite structures considering "worst" shape imperfections. International Journal of Solids and Structures, 47, 3186-3202.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2010). Probabilistic study of the strength of steel scaffold systems. Structural Safety, 32(6), 393-401.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2010). Probabilistic study of the strength of steel scaffold systems. The 10th International Conference on Structural Safety and Reliability, London, UK: CRC Press.
  • Reynolds, J., Trouncer, A., Zhang, H., Rasmussen, K. (2010). Reliability-Based Limit State Design of Steel Support Scaffold Frames. 4th International Conference on Steel & Composite Structures, Singapore: Research Publishing Services.
  • Chandrangsu, T., Rasmussen, K., Zhang, H. (2010). Reliability-based methodology for the design of support formwork systems by advanced structural analysis. The Fourth International Conference on Structural Engineering, Mechanics and Computation, London: CRC Press.

2009

  • Becque, J., Rasmussen, K. (2009). A numerical investigation of local-overall interaction buckling of stainless steel lipped channel columns. Journal of Constructional Steel Research, 65(8-9), 1685-1693.
  • Rasmussen, K., Gilbert, B. (2009). Advanced Analysis and Design of Steel Storage Racks. ESMC2009.
  • Ramirez, A., Ansourian, P., Nielsen, J., Rasmussen, K., Ayuga, F. (2009). Analysis of Measurements Obtained by Plate-type Pressure Cells Having a Recess - DEM Simulation. Bulk Solids and Powder, Science and Technology, 4(1), 34-38.
  • Rasmussen, K., Gilbert, B. (2009). Analysis-based design provisions for steel storage racks. 11th Nordic Steel Construction Conference NSCC 2009, Sweden: Swedish Institute of Steel Construction (SBI).
  • Lecce, M., Rasmussen, K. (2009). Design of Wide-flange Stainless Steel Sections. Advanced Steel Construction: an international journal, 5(2), 164-174.
  • Gilbert, B., Rasmussen, K. (2009). Determination of accidental forklift truck impact forces on drive-in steel rack structures. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Becque, J., Rasmussen, K. (2009). Experimental investigation of local-overall interaction buckling of stainless steel lipped channel columns. Journal of Constructional Steel Research, 65(8-9), 1677-1684.
  • Becque, J., Rasmussen, K. (2009). Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Journal of Structural Engineering, 135(11), 1340-1348.
  • Chandrangsu, T., Rasmussen, K. (2009). Full-Scale Tests and Advanced Structural Analysis of Formwork Subassemblies. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • 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.
  • Chandrangsu, T., Rasmussen, K. (2009). Geometric Imperfection Measurements and Joint Stiffness of Support Scaffold Systems. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2009). Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures. Thin Walled Structures, 47(2), 219-232.
  • Gilbert, B., Rasmussen, K. (2009). Impact tests and parametric studies on drive-in steel storage racks. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.
  • Becque, J., Rasmussen, K. (2009). Numerical Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Journal of Structural Engineering, 135(11), 1349-1356.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2009). Probabilistic assessment of the strength of steel scaffold systems using advanced analysis. 10th International Conference on Structural Safety and Reliability (ICOSSAR'09). CRC Press.
  • Zhang, H., Chandrangsu, T., Rasmussen, K. (2009). System Reliability of Steel Scaffold Systems. Sixth International Conference on Advances in Steel Structures, Hong Kong: Hong Kong Institute of Steel Construction.

2008

  • Rossi, B., Rondal, J., Rasmussen, K. (2008). Application of the Direct Strength Method to Stainless Steel Lipped Channel Section Columns Failing by Combined Distortional and Flexural-Torsional Buckling. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Ye, J., Rasmussen, K. (2008). Compression strength of unstiffened elements in cold-reduced high strength steel. Journal of Structural Engineering, 134(2), 189-197.
  • Rossi, B., Rasmussen, K. (2008). Deformation Capacity Design of Stainless Steel Lipped Channel Columns. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Gilbert, B., Rasmussen, K. (2008). Determination of the Base Plate Stiffness of Steel Storage Racking Systems. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Elastic Buckling Analysis of Perforated Thin-Walled Structures by the Isoparametic Spine Finite Strip Method. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method. Thin Walled Structures, 46(2), 165-191.
  • Becque, J., Rasmussen, K. (2008). Experimental Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-Columns. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Isoparametric spline finite strip method for the bending of perforated plates. International Journal for Numerical Methods in Engineering, 74(9), 1448-1472.
  • Telue, Y., Rasmussen, K. (2008). Joining of Steel Wall Profiles Using Adhesive Fasteners. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Eccher, G., Rasmussen, K., Zandonini, R. (2008). Linear elastic isoparametric spline finite strip analysis of perforated thin-walled structures. Thin Walled Structures, 46(3), 242-260.
  • Lecce, M., Rasmussen, K. (2008). Nonlinear flange curling in wide flange sections. Journal of Constructional Steel Research, 64(7), 779-784.
  • Becque, J., Rasmussen, K. (2008). Numerical Investigation of the Interaction of Local and Overall Buckling of Stainless Steel I-columns. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Rasmussen, K., Wilkinson, T. (2008). Proceedings of the 5th International Conference on Coupled Instabilities in Metal Structures (CIMS2008). Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Gilbert, B., Rasmussen, K. (2008). Stiffness Tests and Load Transfer in Drive-In Steel Storage Racks. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.
  • Koen, D., Rasmussen, K. (2008). Structural Capacity of Light Gauge Steel Storage Rack Uprights. Fifth International Conference on Coupled Instabilities in Metal Structures CIMS2008 (volume 1), Sydney, Australia: The University Publishing Service, University of Sydney.
  • Rossi, B., Rondal, J., Cescotto, S., Rasmussen, K. (2008). Tests and Design of Stainless Steel Lipped Channel Section Columns. EUROSTEEL 2008 - 5th European Conference on Steel and Composite Structures, 1200 Brussels, Belgium: ECCS European Convention for Constructional Steelwork.
  • Becque, J., Lecce, M., Rasmussen, K. (2008). The direct strength method for stainless steel compression members. Journal of Constructional Steel Research, 64(11), 1231-1238.
  • Telue, Y., Rasmussen, K. (2008). Weldability of Shear Studs Through Z350 Galvanished Steel Decking Profiles. Fifth International Conference on Thin-Walled Structures, Brisbane, Australia: Queensland University of Technology.

2007

  • Bambach, M., Rasmussen, K. (2007). Behavior of self-drilling screws in light-gauge steel construction. Journal of Structural Engineering, 133(6), 895-898.
  • Lecce, M., Rasmussen, K. (2007). Design of Wide-Flange Stainless Steel Sections in Bending. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Becque, J., Rasmussen, K. (2007). Experimental investigation of the interaction of local and overall buckling of stainless steel columns. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • Lecce, M., Rasmussen, K. (2007). Experimental Investigation of Wide-Flange Stainless Steel Sections in Bending. Steel and Aluminium Structures ICSAS'07, Oxford, UK: Oxford Brookes University.
  • Ramirez, A., Einav, I., Ansourian, P., Ayuga, F., Rasmussen, K. (2007). GRANULAR EFFECTS ARISING FROM MOUNTED PRESSURE CELLS IN SILO WALLS - DEM ANALYSES. 2007 Agriculture and Engineering Conference -Challenge Today, Technology Tomorrow, Adelaide: Australian Society for Engineering in Agriculture.
  • Bambach, M., Rasmussen, K., Ungereanuc, V. (2007). Inelastic Behaviour and Design of Slender I-sections in minor axis bending. Journal of Constructional Steel Research, 63(1), 1-12.
  • Ramirez, A., Einav, I., Ansourian, P., Ayuga, F., Rasmussen, K. (2007). Influence of Local Imperfections in Silo Pressure Measurements - Dem Analysis. 9th International Conference on Bulk Materials Storage, Handling and Transportation (ICBMH 2007), 11 National Circuit, Barton ACT Australia: Engineers Australia.
  • Becque, J., Rasmussen, K. (2007). Numerical investigation of the interaction of local and overall buckling of stainless steel columns. SEMC 2007 THE THIRD INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, Rotterdam, Netherlands: Millpress Science.
  • Teh, L., Rasmussen, K. (2007). Strength of arc-welded T-joints between equal width cold-formed RHS. Journal of Constructional Steel Research, 63(4), 571-579.
  • 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.
  • Becque, J., Lecce, M., Rasmussen, K. (2007). The Direct Strength Method for Stainless Steel Compression Members. Stainless Steel in Structures: 2nd International Experts Seminar, UK: The Steel Construction Institute.

2006

  • Rasmussen, K. (2006). Bifurcation of Locally Buckled Point Symmetric Columns - Analytical Developments. Thin Walled Structures, 44, 1161-1174.
  • Rasmussen, K. (2006). Bifurcation of Locally Buckled Point Symmetric Columns - Experimental Investigations. Thin Walled Structures, 44(11), 1175-1184.
  • Rasmussen, K. (2006). Design of Cold-formed Steel Angle Section Columns with Locally Unstable Legs. India-Australia Workshop on Cold-formed Steel Structures.
  • Rasmussen, K. (2006). Design of slender angle section beam-columns by the direct strength method. Journal of Structural Engineering, 132(2), 204-211.
  • Lecce, M., Rasmussen, K. (2006). Distortional buckling of cold-formed stainless steel sections: Experimental investigation. Journal of Structural Engineering, 132(4), 497-504.
  • Lecce, M., Rasmussen, K. (2006). Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design. Journal of Structural Engineering, 132(4), 505-514.
  • Lecce, M., Rasmussen, K. (2006). Distortional Buckling of Stainless Steel Sections in Compression. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Arasaratnam, P., Sivakumaran, K., Rasmussen, K. (2006). Measurement and Assessment of Imperfections in Plasma cut-welded H-shaped Steel Columns. Steel and Composite Structures: an international journal, 6(6), 531-555.
  • Lecce, M., Rasmussen, K. (2006). Nonlinear flange curling in wide flange sections. International Colloquium on Stability and Ductility of Steel Structures (SDSS 2006), Portugal: IST Press.
  • Rasmussen, K., Ye, J., Bambach, M. (2006). Recent advances in cold-formed steel research and design. ICMS 2006 INTERNATIONAL CONFERENCE ON METAL STRUCTURES 2006: "STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING", London, UK: CRC Press/Balkema.
  • Rasmussen, K. (2006). Stainless Steel Design to AS/NZS4673. India-Australia Workshop on Cold-formed Steel Structures.
  • Rasmussen, K. (2006). Strength of Unstiffened Elements in G550 High Strength Steel. 2nd International Symposium on Cold-Formed Metal Structures.

2005

  • Rasmussen, K. (2005). Design of Angle Columns with Locally Unstable Legs. Journal of Structural Engineering, 131(10), 1553-1560.
  • Bambach, M., Rasmussen, K. (2005). Elastic and Plastic Effective Width Equations for Unstiffened Elements under Stress Gradients. 4th European Conference on Steel and Composite Structures - Eurosteel2005, Aachen, Germany: Druckand Verlagshaus Mainz GmbH Aachen.
  • Rasmussen, K., Trahair, N. (2005). Exact and Approximate Solutions for the Flexural Buckling of Columns with Oblique Rotational End Restraints. Thin Walled Structures, 43(3), 411-426.
  • Trahair, N., Rasmussen, K. (2005). Finite Element Analysis of the Flexural Buckling of Columns with Oblique Restraints. Journal of Structural Engineering, 131, 481-487.
  • Rasmussen, K., Trahair, N. (2005). Flexural buckling of columns with oblique end restraints. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.
  • Trahair, N., Rasmussen, K. (2005). Flexural-torsional buckling of columns with oblique eccentric restraints. Journal of Structural Engineering, 131, 1731-1737.
  • Rasmussen, K. (2005). High Strength Steel Structures. In J. Rondal & D Dubina (Eds.), Light gauge metal structures: recent advances, (pp. 120-141). Vienna: Springer.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2005). Recent Research on the Local Buckling of Cold-formed Stainless Steel Sections. International Journal of Steel Structures, 5, 87-100.
  • Rasmussen, K. (2005). Stainless Steel Structures. In J. Rondal & D Dubina (Eds.), Light gauge metal structures: recent advances, (pp. 67-119). Vienna: Springer.
  • Rasmussen, K. (2005). Torsional Rigidity of Locally Buckled Sections. 18th Australasian Conference on the Mechanics of Structures and Materials, London: A A Balkema.

2004

  • Rasmussen, K. (2004). Buckling Phenomena And Design Methods For Angle Section Columns With Locally Unstable Legs. Fourth International Conference on Coupled Instabilities in Metal Structures: CIMS ''04. Association Historique Internationale de l'Ocan Indien.
  • 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.
  • Rasmussen, K., Hossain, M. (2004). Design Of Slender Angle Section Beam-Columns By The Direct Strength Method. Fourth International Conference on Coupled Instabilities in Metal Structures CIMS 2004, Rome, Italy: University "La Sapienza" of Rome.
  • Lecce, M., Rasmussen, K. (2004). Design Of Stainless Steel Sections Against Distortional Buckling. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Rasmussen, K., Burns, T., Bezkorovainy, P. (2004). Design Of Stiffened Elements In Cold-Formed Stainless Steel Sections. Journal of Structural Engineering, 130(11), 1764-1771.
  • Bambach, M., Rasmussen, K. (2004). Design Provisions For Sections Containing Unstiffened Elements With Stress Gradient. Journal of Structural Engineering, 130(10), 1620-1628.
  • Rasmussen, K., Bambach, M. (2004). Effective Widths of Unstiffened Elements with Stress Gradient. Journal of Structural Engineering, 130(10), 1611-1619.
  • Bambach, M., Rasmussen, K. (2004). Effects Of Anchoring Tensile Stresses In Axially Loaded Plates And Sections. Thin Walled Structures, 42(10), 1465-1479.
  • Lecce, M., Rasmussen, K. (2004). Experimental Investigation Of Distortional Buckling Of Cold-Formed Stainless Steel Sections. 17th International Specialty Conference on Cold-Formed Steel Structures, Orlando, FL, United States: University of Missouri-Rolla, Rolla, MO, 65409-1060, United States.
  • Bambach, M., Rasmussen, K. (2004). Experimental Techniques For Testing Unstiffened Plates In Compression And Bending. Experimental Mechanics, 44(1), 91-96.
  • Rondal, J., Rasmussen, K. (2004). On The Strength Of Cast Iron Columns. Journal of Constructional Steel Research, 60(9), 1257-1270.
  • Bezkorovainy, P., Burns, T., Rasmussen, K. (2004). Strength Curves For Metal Plates In Compression. 4th International Conference on Thin-walled Structures, Bristol, England ; Philadelphia: Institute of Physics Publishing.
  • Bambach, M., Rasmussen, K. (2004). Tests Of Unstiffened Plate Elements Under Combined Compression And Bending. Journal of Structural Engineering, 130(10), 1602-1610.
  • Rasmussen, K. (2004). Torsional Rigidity Of Locally Buckled Sections. Fourth International Conference on Coupled Instabilities in Metal Structures CIMS 2004, Rome, Italy: University "La Sapienza" of Rome.

2003

  • Rasmussen, K. (2003). Full-range stress-strain curves for stainless steel alloys. Journal of Constructional Steel Research, 59(1), 47-61.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2003). Local Buckling of Cold-Formed Stainless Steel Sections. Stainless Steel in Structures: 2nd International Experts Seminar, UK: The Steel Construction Institute.
  • Young, B., Rasmussen, K. (2003). Measurement techniques in the testing of thin-walled structural members. Society For Experimental Mechanics. Annual Proceedings, 43(1), 32-38.
  • Bambach, M., Rasmussen, K. (2003). New Design Provisions For Sections Containing Unstiffened Elements With Stress Gradient. International Conference on Advances in Structures (ASSCCA 2003), The Netherlands: A A Balkema.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2003). Numerical modelling of stainless steel plates in compression. Journal of Constructional Steel Research, 59(11), 1345-1362.
  • Bezkorovainy, P., Burns, T., Rasmussen, K. (2003). Strength curves for metal plates in compression. Journal of Structural Engineering, 129(11), 1433-1440.

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.
  • Bambach, M., Rasmussen, K. (2002). Design Provisions for Sections containing Unstiffened Elements under Stress Gradients. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Rasmussen, K., Pappangelis, J. (2002). Earthquake Design of Frame Structures by Computer. Third Australian Congress on Applied Mechanics - Progress and Applications, Amsterdam: Elsevier.
  • Bambach, M., Rasmussen, K. (2002). Effects Widths of Unstiffened Elements under Combined Compressionand Bending. Sixteenth International Specialty Conference on Cold-Formed Steel Structures, Rolla, Missouri: Department of Civil Engineering, University of Missouri-Rolla.
  • Hasham, A., Rasmussen, K. (2002). Journal of Constructional Steel Research. Journal of Constructional Steel Research, 58(2), 213-241.
  • Rasmussen, K., Burns, T., Bezkorovainy, P., Bambach, M. (2002). Numerical Modelling of Stainless Steel Plates. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.
  • Rasmussen, K., Gouch, A. (2002). Selection Criteria in the Structural Use of Stainless Steel Alloys. IABSE Symposium Report 86, Melbourne: Iabse.
  • Rasmussen, K., Gouch, A. (2002). The Background of AS/NZS 4673:2001 - Cold-Formed Stainless Steel Structures. IABSE Symposium Report 86, Melbourne: Iabse.
  • Fish, R., Lee, M., Rasmussen, K. (2002). Torsional Buckling Experiments on Wide-Flange Thin-Walled Z-Section Columns. Third International Conference on Advances in Steel Structures, Amsterdam: Elsevier.

2001

  • Rasmussen, K. (2001). Bifurcation Experiments on Locally Buckled Z-Section Columns. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • 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.
  • Bambach, M., Rasmussen, K. (2001). Effects of Anchoring Tensile Stresses in Axially Loaded Plates and Sections. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Bambach, M., Rasmussen, K. (2001). Experimental Techniques for Testing Unstiffened Plates in Compression and Bending. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Rasmussen, K., Hasham, A. (2001). Nonlinear Analysis of Locally Buckled I-Section Steel Beam-Columns. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Bambach, M., Rasmussen, K. (2001). Residual Stresses in Unstiffened Plate Specimens. 3rd International Conference on Thin-Walled Structures, : UNSW Australian Defence Force Academy.
  • Rasmussen, K., Hasham, A. (2001). Tests of X- and K-joints in CHS Stainless Steel Tubes. Journal of Structural Engineering, 127(10), 1183-1189.
  • Rasmussen, K., Young, B. (2001). Tests of X- and K-Joints in SHS Stainless Steel Tubes. Journal of Structural Engineering, 127(10), 1173-1182.
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