On the tangent modulus theory of inelastic buckling of built‐up columns
Author:
Publisher
Informa UK Limited
Subject
General Engineering
Link
http://www.tandfonline.com/doi/pdf/10.1080/02533839.1991.9677310
Reference12 articles.
1. Buckling of Bars, Plates, and Shells
2. Chang, J.S. 1984. “Buckling and Post‐Buckling Behavior of Sparsely Connected Built‐Up Columns,”. New York: Syracuse University. Ph.D. Dissertation
3. Column Behavior in the Plastic Stress Range
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