About the Influence of the Cross-Section Geometry on the Distortional Post-Buckling Strength of Cold-Formed Steel Columns

AuthID
P-009-TSE
Document Type
Proceedings Paper
Year published
2014
Published
in Structural Stability Research Council Annual Stability Conference 2014, SSRC 2014
Pages: 515-530
Conference
Structural Stability Research Council Annual Stability Conference 2014, Ssrc 2014, Date: 25 March 2014 through 28 March 2014, Location: Toronto, ON
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Publication Identifiers
SCOPUS: 2-s2.0-84907418036
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