Elastic buckling strength of T-section transition ringbeams in steel silos and tanks-Reference-Cited by-同舟云学术

Elastic buckling strength of T-section transition ringbeams in steel silos and tanks

Published:2000-10 Issue:1 Volume:56 Page:69-99
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Teng J.G.,Chan F.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Buckling of simple ringbeams for bins and tanks;Jumikis,1983

2. Lateral–distortional buckling of steel I-section members;Bradford;J. Construct. Steel Res.,1992

3. Bradford MA. Lateral–distortional buckling of continuously restrained columns. UNICIV Report No. R-351, School of Civil Engineering, The University of New South Wales, Sydney, (N.S.W., Australia), 1996.

4. Theory of elastic stability;Timoshenko,1961

5. Out-of-plane buckling of I-section rings;Goldberg;Publ. Int. Assoc. Bridges Struct. Eng.,1962

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