Structural behavior of intermediate length cold-formed steel rack columns with C-stitches
Author:
Publisher
Springer Science and Business Media LLC
Subject
Architecture,Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11709-019-0528-4.pdf
Reference29 articles.
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3. Zirakian T, Zhang J. Elastic distortional buckling of singly symmetric i-shaped flexural members with slender webs. International Journal of Structural Stability and Dynamics, 2012, 12(2): 359–376
4. Schafer B W. Local, distortional, and Euler buckling in thin walled columns. Journal of Structural Engineering, 2002, 128(3): 289–299
5. Biggs K A, Ramseyer C, Suhyun R, Kang T H K. Experimental testing of cold-formed built-up members in pure compression. Steel and Composite Structures, 2015, 18(6): 1331–1351
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