Influence of Eccentricity on Elastic Critical Buckling Load and Behavior of Cold-Formed Steel Lipped Channel Columns
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-62884-9_5
Reference8 articles.
1. American Iron and Steel Institute (AISI): North American Specification for the Design of Cold-Formed Steel Structural Members (2020)
2. Mitsui, K., Ikarashi, K.: Buckling strength and behavior of elastic local buckling for cold-formed channel member under compression. J. Struct. Constr. Eng. (Trans. AIJ) 86(790), 1685–1692 (2021). (In Japanese)
3. Mitsui, K., Ikarashi, K.: Strength and behavior of elastic distortional buckling for cold-formed channel member under compression. J. Struct. Construct. Eng. (Tran. AIJ) 87(791), 139–148 (2022). (In Japanese)
4. Mitsui, K., Ikarashi, K., Kobashi, T., Kuwada, R.: Elastic critical local buckling stress in cold-formed lipped channel and hat sections under uniform compression. Thin-Walled Struct. 191, 111064 (2023)
5. Baldassino, N., Bernuzzi, C., Simoncelli, M.: Evaluation of European approaches applied to design of TWCF steel members. Thin-Walled Struct. 143, 106186 (2019)
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