Behaviour of stiffened cold-formed steel built-up sections with complex edge stiffeners under bending
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-015-1221-3.pdf
Reference13 articles.
1. AISI: S100 (2007). Specification for the design of cold-formed steel structural members, American Iron and Steel Institute.
2. Haidarali, M. R. and Nethercot, D. A. (2012). “Local and distortional buckling of cold-formed steel beams with both edge and intermediate stiffeners in their compression flanges.” Thin-walled Structures, Vol. 54, pp. 106–112, DOI: 10.1016/j.tws.2012.02.013 .
3. Haidarali, M. R. and Nethercot, D. A. (2012). “Local and distortional buckling of cold-formed steel beams with edge stiffened flanges.” Journal of Constructional Steel Research, Vol. 73, pp. 31–42, DOI: 10.1016/j.jcsr.2012.01.006 .
4. Kankanamge, N. D. and Mahendran, M. (2012). “Behaviour and design of cold-formed steel beams subject to lateral- torsional buckling.” Thin Walled Structures, Vol. 51, pp. 25–38, DOI: 10.1016/j.tws.2011.10.012 .
5. Maduliat, S., Bambach., M. R., and Zhao, X. L. (2012). “Inelastic behavior and design of cold-formed channel sections in bending.” Thin-Walled Structures, Vol. 51, pp. 158–166, DOI: 10.1016/j.tws.2011.10.011 .
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