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

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

Published:2001-03 Issue:3 Volume:23 Page:280-297
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

Reference28 articles.

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

2. Lateral-distortional buckling of steel I-section members;Bradford;Journal of Constructional Steel Research,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, 1996.

4. Out-of-plane distortional buckling of T-section ringbeams clamped at inner edge;Teng;Engineering Structures,1999

5. Plastic buckling of rings at steel silo transition junctions;Teng;Journal of Constructional Steel Research,1991

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