Nonlinear analysis of uni-lateral buckling for cylindrical panels on tensionless foundation-Reference-Cited by-同舟云学术

Nonlinear analysis of uni-lateral buckling for cylindrical panels on tensionless foundation

Published:2013-01 Issue: Volume:62 Page:109-117
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Panahandeh-Shahraki Danial,Shahidi Ali Reza,Mirdamadi Hamid Reza,Vaseghi Omid

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Theory of elastic stability;Timoshenko,1963

2. Elastic buckling of an axially compressed cylindrical panel with three edges simply supported and one edge free;Magnucki;Thin-Walled Structures,2006

3. Vlasov, VZ, Leont’ev, UN, Beams, plates and shells on elastic foundations. Israel Program for Scientific Translations, Jerusalem 1966 [translation from Russian].

4. On foundations that react on compression only;Weitsman;Journal of Applied Mechanics,1970

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