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

AuthID
 P-009-TSE
3
Author(s)
Tipo de Documento
Proceedings Paper
Year published
2014
Publicado
in Structural Stability Research Council Annual Stability Conference 2014, SSRC 2014
Páginas: 515-530
Conference
Structural Stability Research Council Annual Stability Conference 2014, Ssrc 2014, Date: 25 March 2014 through 28 March 2014, Location: Toronto, ON
Indexing
Scopus®
Publication Identifiers
SCOPUS: 2-s2.0-84907418036
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