Study on the nonlinear buckling in thin-walled members with arbitrary initial imperfection-Reference-Cited by-同舟云学术

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Study on the nonlinear buckling in thin-walled members with arbitrary initial imperfection

Published:1994-01 Issue:2-4 Volume:19 Page:253-268
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Chen S.-L.,Li S.-F.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Effects of initial curvature on column strength;Chen;J. Struct. Div. ASCE,1970

2. Structural Members and Frames;Galambos,1968

3. Interaction between the effects of local and overall imperfections on the buckling of elastic columns;Gilbert;J. Mech. Phys. Solids,1974

4. Mode Interaction with Stiffened Panels;Van der Neut,1976

5. Nonlinear analysis of thin sections in compression;Hancock;J. Struct. Div., ASCE,1981

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of structural openings on the buckling strength of cylindrical shells;Advances in Structural Engineering;2018-03-15

2. Buckling of thin-walled cylindrical shells under axial compression;International Journal for Numerical Methods in Engineering;2009-04-07

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