Behaviour and modelling of connections in cold-formed steel single C-section portal frames
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[1] Kim J.R. Rasmussen,et al. Experimental investigation of locally and distortionally buckled portal frames , 2016 .
[2] Pentti Makelainen,et al. Structural Design Study on a Light - Gauge Steel Portal Frame with Cold-formed Sigma Sections , 1996 .
[3] Kim J.R. Rasmussen,et al. Numerical modelling of cold-formed steel single C-section portal frames , 2019, Journal of Constructional Steel Research.
[4] Young Bong Kwon,et al. Experiments of Cold-Formed Steel Connections and Portal Frames , 2006 .
[5] Julie E. Mills,et al. Self-Drilling Screw Joints for Cold-Formed Channel Portal Frames , 2004 .
[6] James B.P. Lim,et al. Stiffness prediction for bolted moment-connections between cold-formed steel members , 2004 .
[7] Kwok-Fai Chung,et al. Experimental investigation on bolted moment connections among cold formed steel members , 1999 .
[8] Dan Dubina,et al. Cold-formed steel trusses with semi-rigid joints , 1997 .
[9] A. R. Kemp,et al. Strength requirements of single cold-formed channels connected back-to-back , 2006 .
[10] Selim Pul,et al. Experimental and numerical study on a full scale apex connection of cold-formed steel portal frames , 2015 .
[11] K. Rasmussen,et al. Experiments on Long-Span Cold-Formed Steel Single C-Section Portal Frames , 2018 .
[12] James B.P. Lim,et al. Design and development of a general cold-formed steel portal framing system , 2002 .
[13] James B.P. Lim,et al. DSM for ultimate strength of bolted moment-connections between cold-formed steel channel members , 2016 .
[14] Gregory J. Hancock,et al. Cold-Formed Steel Structures to the AISI Specification , 2001 .
[15] H. B. Blum,et al. Experimental and numerical study of connection effects in long-span cold-formed steel double channel portal frames , 2017, Journal of Constructional Steel Research.
[16] M. Dundu. Base connections of single cold-formed steel portal frames , 2012 .