New buckling approximations for T-section ringbeams simply-supported at inner edge-Reference-Cited by-同舟云学术

New buckling approximations for T-section ringbeams simply-supported at inner edge

Published:1999-10 Issue:10 Volume:21 Page:889-897
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Teng J.G,Chan F

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Lateral-Distortional Buckling of Steel I-Section Members;Bradford;Journal of Constructional Steel Research,1992

2. Bradford MA. Lateral-Distortional Buckling of Continuously Restrained Columns, UNICIV Report No. R-351. Australia: School of Civil Engineering, The University of New South Wales, 1996.

3. Timoshenko SP, Gere JM. Theory of Elastic Stability, 2nd ed. New York: McGraw-Hill, 1961.

4. Out-of-plane Buckling of I-Section Rings;Goldberg;Publications, International Association for Bridges and Structural Engineering,1962

5. Bending and Buckling of Thin-walled Open Section Rings;Cheney;Journal of the Engineering Mechanics Division, ASCE,1963

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