Stiffness Reduction of Cold-Formed Steel Structures Subject to Sectional Buckling and Yielding
Author:
Affiliation:
1. Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12655
Reference16 articles.
1. Graves Smith T. R. 1969. “The ultimate strength of locally buckled columns of arbitrary length.” In Proc. Symp. on Thin-walled Structures edited by K. C. Rockey and H. V. Hill 35–60. London: Crosby-Lockwood.
2. Interaction Buckling in I-Section Columns
3. A theoretical investigation of the column behaviour of cold-formed square hollow sections
4. Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections
5. Material properties and residual stresses of cold-formed high strength steel hollow sections
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