An analytical model for analysing distortional buckling of cold-formed steel sections-Reference-Cited by-同舟云学术

An analytical model for analysing distortional buckling of cold-formed steel sections

Published:2008-12 Issue:12 Volume:46 Page:1430-1436
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Li Long-yuan,Chen Jian-kang

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Distortional buckling formulas for channel columns;Lau;J Struct Eng ASCE,1987

2. Hancock GJ. Design for distortional buckling of flexural members. In: Proceedings of the third international conference on steel and aluminium structures, Istanbul, 1995.

3. Design for distortional buckling of flexural members;Hancock;Thin-Walled Struct,1997

4. Distortional buckling of channel beam-columns;Teng;Thin-Walled Struct,2003

5. Davies JM, Jiang C. Design of thin-walled beams for distortional buckling. In: 13th International speciality conference on cold-formed steel structures, St Louis, Missouri, October 1996.

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