Effective section method: A general direct method for the design of steel cold-formed members under local–global buckling interaction
- 1 April 2010
- journal article
- Published by Elsevier BV in Thin-Walled Structures
- Vol. 48 (4-5), 345-356
- https://doi.org/10.1016/j.tws.2009.11.003
Abstract
No abstract availableKeywords
This publication has 2 references indexed in Scilit:
- Local–global buckling interaction procedures for the design of cold-formed columns: Effective width and direct method integrated approachThin-Walled Structures, 2009
- Web‐Flange Interaction in Cold‐Formed Steel Z‐Section ColumnsJournal of Structural Engineering, 1993