Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections-Reference-Cited by-同舟云学术

Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections

Published:2011-02 Issue:2 Volume:49 Page:233-238
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Yu Cheng,Yan Weiming

Funder

University of North Texas and the Beijing Key Laboratory of Earthquake Engineering

Structural Retrofit at Beijing University of Technology

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Ellifritt DS, Glover RL, Hren JD. A simplified model for distortional buckling of channels and zees in flexure. In: Proceedings of the 14th international specialty conference on cold-formed steel structures, St. Louis, MO, October 15–16, 1998.

2. Yu C. Distortional buckling of cold-formed steel members in bending. PhD thesis, Johns Hopkins University, Baltimore, MD.

3. Distortional buckling tests on cold-formed steel beams;Yu;ASCE, Journal of Structural Engineering,2006

4. The strength of thin plates in compression;Von Karman;Transactions, ASME,1932

5. Winter G. Strength of thin steel compression flanges. Transactions of ASCE, Paper no. 2305, Trans., 112, 1.

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