Torsional-Flexural Buckling of Thin-Walled Sections Under Eccentric Load
Author:
Affiliation:
1. Lead Eng. Raytheon Co., Bedford, Mass.; formerly Research Assoc., Cornell Univ., Ithaca, N.Y.
2. Prof. of Engrg., Chmn., Dept. of Structural Engrg., Cornell Univ., Ithaca, N.Y.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0002281
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3. Behaviour of cold-formed steel lipped channel sections subject to eccentric axial compression;Journal of Constructional Steel Research;2021-09
4. Distortional Buckling of Cold-Formed Steel Flanges under Stress Gradient;Journal of Structural Engineering;2020-09
5. Buckling of T-strut subject to compressive force on its shear center;Journal of Constructional Steel Research;2007-03
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