-
Abbasi, M. / Khezri, M. / Rasmussen, K. J. R. / Schafer, B. W. (2018): Elastic buckling analysis of cold-formed steel built-up sections with discrete fasteners using the compound strip method. In: Thin-Walled Structures, v. 124 (März 2018).
https://doi.org/10.1016/j.tws.2017.11.046
-
Eccher, G. / Rasmussen, K. J. R. / Zandonini, R. (2008): Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method. In: Thin-Walled Structures, v. 46, n. 2 (Februar 2008).
https://doi.org/10.1016/j.tws.2007.08.030
-
Eccher, G. / Rasmussen, K. J. R. / Zandonini, R. (2009): Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures. In: Thin-Walled Structures, v. 47, n. 2 (Februar 2009).
https://doi.org/10.1016/j.tws.2008.05.013
-
Trouncer, A. N. / Rasmussen, K. J. R. (2014): Flexural–torsional buckling of ultra light-gauge steel storage rack uprights. In: Thin-Walled Structures, v. 81 (August 2014).
https://doi.org/10.1016/j.tws.2013.10.001
-
Trouncer, A. N. / Rasmussen, K. J. R. (2015): A rational procedure for modelling imperfections in advanced analysis of frames with locally unstable members. In: Thin-Walled Structures, v. 96 (November 2015).
https://doi.org/10.1016/j.tws.2015.08.010
-
Rasmussen, K. J. R. / Gilbert, B. P. (2011): Analysis-based 2d Design of Steel Storage Racks. In: International Journal of Structural Stability and Dynamics, v. 11, n. 5 (Oktober 2011).
https://doi.org/10.1142/s0219455411004403
-
Rasmussen, K. J. R. / Hancock, G. J. (1988): Deformations and residual stresses induced in channel section columns by presetting and welding. In: Journal of Constructional Steel Research, v. 11, n. 3 (Januar 1988).
https://doi.org/10.1016/0143-974x(88)90041-7
-
Rasmussen, K. J. R. / Davids, A. J. / Hancock, G. J. (1990): Design of columns fabricated from slender plates. In: Journal of Constructional Steel Research, v. 17, n. 4 (Januar 1990).
https://doi.org/10.1016/0143-974x(90)90077-t
-
Rasmussen, K. J. R. / Hancock, G. J. (1992): Plate slenderness limits for high strength steel sections. In: Journal of Constructional Steel Research, v. 23, n. 1-3 (Januar 1992).
https://doi.org/10.1016/0143-974x(92)90037-f
-
Rasmussen, K. J. R. / Rondal, J. (2000): Column curves for stainless steel alloys. In: Journal of Constructional Steel Research, v. 54, n. 1 (April 2000).
https://doi.org/10.1016/s0143-974x(99)00095-4
-
Hasham, Anthony S. / Rasmussen, K. J. R. (2002): Interaction curves for locally buckled I-section beam-columns. In: Journal of Constructional Steel Research, v. 58, n. 2 (Februar 2002).
https://doi.org/10.1016/s0143-974x(01)00042-6
-
Bambach, M. R. / Rasmussen, K. J. R. / Ungureanu, V. (2007): Inelastic behaviour and design of slender I-sections in minor axis bending. In: Journal of Constructional Steel Research, v. 63, n. 1 (Januar 2007).
https://doi.org/10.1016/j.jcsr.2006.03.001
-
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. In: Journal of Constructional Steel Research, v. 65, n. 7 (Juli 2009).
https://doi.org/10.1016/j.jcsr.2009.03.006
-
Shayan, S. / Rasmussen, K. J. R. / Zhang, H. (2014): Probabilistic modelling of residual stress in advanced analysis of steel structures. In: Journal of Constructional Steel Research, v. 101 (Oktober 2014).
https://doi.org/10.1016/j.jcsr.2014.05.028
-
Arrayago, I. / Rasmussen, K. J. R. / Real, E. (2017): Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns. In: Journal of Constructional Steel Research, v. 138 (November 2017).
https://doi.org/10.1016/j.jcsr.2017.07.011
-
Arrayago, I. / Rasmussen, K. J. R. / Real, E. (2017): Full slenderness range DSM approach for stainless steel hollow cross-sections. In: Journal of Constructional Steel Research, v. 133 (Juni 2017).
https://doi.org/10.1016/j.jcsr.2017.02.002
-
Blum, H. B. / Rasmussen, K. J. R. (2019): Experimental investigation of long-span cold-formed steel double channel portal frames. In: Journal of Constructional Steel Research, v. 155 (April 2019).
https://doi.org/10.1016/j.jcsr.2018.11.020
-
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. In: Journal of Constructional Steel Research, v. 155 (April 2019).
https://doi.org/10.1016/j.jcsr.2018.11.013
-
Zhang, H. / Chandrangsu, T. / Rasmussen, K. J. R. (2010): Probabilistic study of the strength of steel scaffold systems. In: Structural Safety, v. 32, n. 6 (November 2010).
https://doi.org/10.1016/j.strusafe.2010.02.005
-
Rasmussen, K. J. R. (1994): Design of thin-walled columns with unstiffened flanges. In: Engineering Structures, v. 16, n. 5 (Juli 1994).
https://doi.org/10.1016/0141-0296(94)90022-1
-
Popovic, D. / Hancock, G. J. / Rasmussen, K. J. R. (1999): Axial Compression Tests of Cold-Formed Angles. In: Journal of Structural Engineering (ASCE), v. 125, n. 5 (Mai 1999).
https://doi.org/10.1061/(asce)0733-9445(1999)125:5(515)
-
Rasmussen, K. J. R. / Hancock, G. J. (1989): Compression Tests of Welded Channel Section Columns. In: Journal of Structural Engineering (ASCE), v. 115, n. 4 (April 1989).
https://doi.org/10.1061/(asce)0733-9445(1989)115:4(789)
-
Rasmussen, K. J. R. / Hancock, G. J. (1993): Design of Cold‐Formed Stainless Steel Tubular Members. I: Columns. In: Journal of Structural Engineering (ASCE), v. 119, n. 8 (August 1993).
https://doi.org/10.1061/(asce)0733-9445(1993)119:8(2349)
-
Rasmussen, K. J. R. / Hancock, G. J. (1993): Design of Cold‐Formed Stainless Steel Tubular Members. II: Beams. In: Journal of Structural Engineering (ASCE), v. 119, n. 8 (August 1993).
https://doi.org/10.1061/(asce)0733-9445(1993)119:8(2368)
-
Popovic, D. / Hancock, G. J. / Rasmussen, K. J. R. (2001): Compression Tests on Cold-Formed Angles Loaded Parallel with a Leg. In: Journal of Structural Engineering (ASCE), v. 127, n. 6 (Juni 2001).
https://doi.org/10.1061/(asce)0733-9445(2001)127:6(600)
-
Bambach, M. R. / Rasmussen, K. J. R. (2007): Behavior of Self-Drilling Screws in Light-Gauge Steel Construction. In: Journal of Structural Engineering (ASCE), v. 133, n. 6 (Juni 2007).
https://doi.org/10.1061/(asce)0733-9445(2007)133:6(895)
-
Bambach, M. R. / Rasmussen, K. J. R. (2004): Design Provisions for Sections Containing Unstiffened Elements with Stress Gradient. In: Journal of Structural Engineering (ASCE), v. 130, n. 10 (Oktober 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:10(1620)
-
Bambach, M. R. / Rasmussen, K. J. R. (2004): Effective Widths of Unstiffened Elements with Stress Gradient. In: Journal of Structural Engineering (ASCE), v. 130, n. 10 (Oktober 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:10(1611)
-
Rasmussen, K. J. R. / Gilbert, B. P. (2013): Analysis-Based Design Provisions for Steel Storage Racks. In: Journal of Structural Engineering (ASCE), v. 139, n. 5 (Mai 2013).
https://doi.org/10.1061/(asce)st.1943-541x.0000665
-
Trahair, N. S. / Rasmussen, K. J. R. (2005): Finite-Element Analysis of the Flexural Buckling of Columns with Oblique Restraints. In: Journal of Structural Engineering (ASCE), v. 131, n. 3 (März 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:3(481)