References
[1]. Davises, J.M., and Jiang, C. (1998). “Design for
Distortional buckling”. Journal of Constructional Steel
Research, Vol. 46, pp.174-175.
[2]. Hancock, G.J. (1985). “Distortional buckling of steel
storage rack column”. Journal of Structural Engineering
ASCE, Vol.111, pp. 2770-2783.
[3]. IS: 801-1975. “Design of Cold formed Steel structures”.
[4]. Kwon, Y.B., and Hancock, G.J., (1992). “Tests of cold
formed channel with local and distortional buckling”.
Journal of Structural Engineering ASCE, Vol. 117, pp.1786-
1803.
[5]. Kwon et al., (2009). “Compression tests of high strength
cold-formed steel channels with buckling interaction”.
Journal of Constructional Steel Research, Vol. 65, pp. 278-
289.
[6]. Lau, S.C.W., and Hancock G.J. (1990). “Inelastic
buckling of channel columns in the distortional model”.
Thin Walled Structures, Vol. 29, pp. 59-84.
[7]. Narayanan, S. and Mahendran Mahen, (2003).
“Ultimate Capacity of Innovative Cold-formed Steel
Columns”. Journal of Constructional Steel Research, Vol.
59, No. 4, pp. 489-508.
[8]. Papangelis, J.P., and Hancock, G.J. (1995).
“Computer analysis of thin-walled structural members”. Journal of Computers and Structures, Vol. 56, pp.157-76.
[9]. Schafer BW, and Pekoz T. (1998). “Computational
modelling of cold-formed steel: characterizing geometric
imperfections and residual stress”. Journal of Construct
Steel Research, Vol. 47, pp. 193-210.
[10]. Anbarasu, M. and Sukumar, S., (2013 a). “Study on the
effect of ties in the intermediate length cold formed steel
(CFS) columns”. Structural Engineering and Mechanics, An
International Journal, Vol. 46, No. 3, pp. 323-335.
[11]. Anbarasu M., and Sukumar S., (2013b). “Effect of
connectors interaction in behaviour and ultimate strength
of intermediate length cold formed steel open columns”.
Asian Journal of Civil Engineering, Vol. 14, No. 2, pp. 305-
317.
[12]. Anbarasu M., Amali D., and Sukumar S., (2013). “New
Approach to Improve the Distortional Strength of
Intermediate Length Web Stiffened Thin Walled Open
Columns”. KSCE Journal of Civil Engineering, Vol. 17, No. 7,
pp. 1720-1727.
[13]. Anbarasu, M. and Sukumar, S., (2014).
“Local/Distortional/Global Buckling Mode Interaction on
Thin Walled Lipped Channel”. Latin American Journal of
Solids and Structures, Vol. 11, No. 8, pp. 1363-1375.
[14]. Anbarasu M., Bharathkumar S. and Sukumar S.,
(2014). “New approach to improve the distortional strength
of intermediate length cold formed steel rack columns”. Journal of Structural Engineering, Vol. 40, No. 6, pp. 528-
536.
[15]. Anbarasu M., and Sukumar S., (2014). “Study on the
effect of spacers on the ultimate capacity of intermediate
length thin walled section under compression”. Iranian
Journal of Science and Technology, Transactions of Civil
Engineering, Vol. 38, pp. 191-204.
[16]. Anbarasu M., and Sukumar S., (2014). “Influence of
spacers on ultimate strength of intermediate length thin
walled columns”. Steel and Composite Structures, Vol. 16,
No. 4, pp. 437-454.
[17]. Anbarasu M., and Sukumar S., (2014). “Finite element
based investigation of performance of intermediate length
columns with lateral stiffeners”. Arabian Journal for Science
and Engineering, Vol. 39, No. 10, pp. 6907-6917.
[18]. Anbarasu M., Bharathkumar P., and Sukumar S., (2014). “Study on the capacity of cold-formed steel builtup
battened columns under axial compression”. Latin
American Journal of Solids and Structures, Vol. 11, No. 12,
pp. 2271-2283.
[19]. Anbarasu M., Kanagarasu K., and Sukumar S., (2014).
“Investigation on the behaviour and strength of coldformed
steel web stiffened built-up battened columns”.
Materials and Structures, Vol. 48, No. 12, pp. 4029-4038.
[20]. Anbarasu M. and Muruga Pandian G., (2015).
“Experimental study on distortional-global buckling mode
interaction on thin-walled lipped channel”. Materials and
Structures.
[21]. Anbarasu M., (2016). “Local-Distortional Buckling
Interaction on Cold-Formed Steel Lipped Channel Beams”.
Thin-Walled Structures, Vol. 98, pp. 351-359.