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K. J. R. Rasmussen

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Eccher, G. / Rasmussen, K. J. R. / Zandonini, R. (2008): Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method. Dans: Thin-Walled Structures, v. 46, n. 2 (février 2008).

    https://doi.org/10.1016/j.tws.2007.08.030

  2. Eccher, G. / Rasmussen, K. J. R. / Zandonini, R. (2009): Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures. Dans: Thin-Walled Structures, v. 47, n. 2 (février 2009).

    https://doi.org/10.1016/j.tws.2008.05.013

  3. Trouncer, A. N. / Rasmussen, K. J. R. (2014): Flexural–torsional buckling of ultra light-gauge steel storage rack uprights. Dans: Thin-Walled Structures, v. 81 (août 2014).

    https://doi.org/10.1016/j.tws.2013.10.001

  4. Trouncer, A. N. / Rasmussen, K. J. R. (2015): A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members. Dans: Thin-Walled Structures, v. 96 (novembre 2015).

    https://doi.org/10.1016/j.tws.2015.08.010

  5. Rasmussen, K. J. R. / Gilbert, B. P. (2011): Analysis-based 2d Design of Steel Storage Racks. Dans: International Journal of Structural Stability and Dynamics, v. 11, n. 5 (octobre 2011).

    https://doi.org/10.1142/s0219455411004403

  6. Rasmussen, K. J. R. / Hancock, G. J. (1988): Deformations and residual stresses induced in channel section columns by presetting and welding. Dans: Journal of Constructional Steel Research, v. 11, n. 3 (janvier 1988).

    https://doi.org/10.1016/0143-974x(88)90041-7

  7. Rasmussen, K. J. R. / Davids, A. J. / Hancock, G. J. (1990): Design of columns fabricated from slender plates. Dans: Journal of Constructional Steel Research, v. 17, n. 4 (janvier 1990).

    https://doi.org/10.1016/0143-974x(90)90077-t

  8. Rasmussen, K. J. R. / Hancock, G. J. (1992): Plate slenderness limits for high strength steel sections. Dans: Journal of Constructional Steel Research, v. 23, n. 1-3 (janvier 1992).

    https://doi.org/10.1016/0143-974x(92)90037-f

  9. Rasmussen, K. J. R. / Rondal, J. (2000): Column curves for stainless steel alloys. Dans: Journal of Constructional Steel Research, v. 54, n. 1 (avril 2000).

    https://doi.org/10.1016/s0143-974x(99)00095-4

  10. Hasham, Anthony S. / Rasmussen, K. J. R. (2002): Interaction curves for locally buckled I-section beam-columns. Dans: Journal of Constructional Steel Research, v. 58, n. 2 (février 2002).

    https://doi.org/10.1016/s0143-974x(01)00042-6

  11. Bambach, M. R. / Rasmussen, K. J. R. / Ungureanu, V. (2007): Inelastic behaviour and design of slender I-sections in minor axis bending. Dans: Journal of Constructional Steel Research, v. 63, n. 1 (janvier 2007).

    https://doi.org/10.1016/j.jcsr.2006.03.001

  12. Ranzi, G. / Bradford, M. A. / Ansourian, P. / Filonov, A. / Rasmussen, K. J. R. / Hogan, T. J. / Uy, B. (2009): Full-scale tests on composite steel–concrete beams with steel trapezoidal decking. Dans: Journal of Constructional Steel Research, v. 65, n. 7 (juillet 2009).

    https://doi.org/10.1016/j.jcsr.2009.03.006

  13. Shayan, S. / Rasmussen, K. J. R. / Zhang, H. (2014): Probabilistic modelling of residual stress in advanced analysis of steel structures. Dans: Journal of Constructional Steel Research, v. 101 (octobre 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.028

  14. Arrayago, I. / Rasmussen, K. J. R. / Real, E. (2017): Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns. Dans: Journal of Constructional Steel Research, v. 138 (novembre 2017).

    https://doi.org/10.1016/j.jcsr.2017.07.011

  15. Arrayago, I. / Rasmussen, K. J. R. / Real, E. (2017): Full slenderness range DSM approach for stainless steel hollow cross-sections. Dans: Journal of Constructional Steel Research, v. 133 (juin 2017).

    https://doi.org/10.1016/j.jcsr.2017.02.002

  16. Blum, H. B. / Rasmussen, K. J. R. (2019): Experimental investigation of long-span cold-formed steel double channel portal frames. Dans: Journal of Constructional Steel Research, v. 155 (avril 2019).

    https://doi.org/10.1016/j.jcsr.2018.11.020

  17. Blum, H. B. / Rasmussen, K. J. R. (2019): Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames. Dans: Journal of Constructional Steel Research, v. 155 (avril 2019).

    https://doi.org/10.1016/j.jcsr.2018.11.013

  18. Zhang, H. / Chandrangsu, T. / Rasmussen, K. J. R. (2010): Probabilistic study of the strength of steel scaffold systems. Dans: Structural Safety, v. 32, n. 6 (novembre 2010).

    https://doi.org/10.1016/j.strusafe.2010.02.005

  19. Rasmussen, K. J. R. (1994): Design of thin-walled columns with unstiffened flanges. Dans: Engineering Structures, v. 16, n. 5 (juillet 1994).

    https://doi.org/10.1016/0141-0296(94)90022-1

  20. Popovic, D. / Hancock, G. J. / Rasmussen, K. J. R. (1999): Axial Compression Tests of Cold-Formed Angles. Dans: Journal of Structural Engineering (ASCE), v. 125, n. 5 (mai 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:5(515)

  21. Rasmussen, K. J. R. / Hancock, G. J. (1989): Compression Tests of Welded Channel Section Columns. Dans: Journal of Structural Engineering (ASCE), v. 115, n. 4 (avril 1989).

    https://doi.org/10.1061/(asce)0733-9445(1989)115:4(789)

  22. Rasmussen, K. J. R. / Hancock, G. J. (1993): Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns. Dans: Journal of Structural Engineering (ASCE), v. 119, n. 8 (août 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:8(2349)

  23. Rasmussen, K. J. R. / Hancock, G. J. (1993): Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams. Dans: Journal of Structural Engineering (ASCE), v. 119, n. 8 (août 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:8(2368)

  24. Popovic, D. / Hancock, G. J. / Rasmussen, K. J. R. (2001): Compression Tests on Cold-Formed Angles Loaded Parallel with a Leg. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 6 (juin 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:6(600)

  25. Rasmussen, K. J. R. / Rondal, J. (1997): Strength Curves for Metal Columns. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 6 (juin 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:6(721)

  26. Bambach, M. R. / Rasmussen, K. J. R. (2007): Behavior of Self-Drilling Screws in Light-Gauge Steel Construction. Dans: Journal of Structural Engineering (ASCE), v. 133, n. 6 (juin 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:6(895)

  27. Bambach, M. R. / Rasmussen, K. J. R. (2004): Effective Widths of Unstiffened Elements with Stress Gradient. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 10 (octobre 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:10(1611)

  28. Bambach, M. R. / Rasmussen, K. J. R. (2004): Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 10 (octobre 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:10(1620)

  29. Rasmussen, K. J. R. / Gilbert, B. P. (2013): Analysis-Based Design Provisions for Steel Storage Racks. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 5 (mai 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000665

  30. Trahair, N. S. / Rasmussen, K. J. R. (2005): Finite-Element Analysis of the Flexural Buckling of Columns with Oblique Restraints. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 3 (mars 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:3(481)

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