Pressure buckling of end supported shells of revolution-Reference-Cited by-同舟云学术

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Pressure buckling of end supported shells of revolution

Published:1982-10 Issue:4 Volume:4 Page:222-232
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zintilis G.M.,Croll J.G.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

1. Buckling of cooling towers;Billington,1979

2. A model study of the buckling behaviour of hyperbolic shells;Der,1968

3. Buckling of cooling tower shells: bifurcation results;Cole;Struct. Div., ASCE,1975

4. Stability of cantilevered shells under wind loads;Johns;Mech. Div., ASCE,1975

5. Stability of hyperboloidal cooling tower;Langhaar;Mech. Div., ASCE,1970

Cited by 11 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. Knockdown factor of buckling load for axially compressed cylindrical shells: state of the art and new perspectives;Acta Mechanica Sinica;2022-01

2. Incomplete reduced stiffness method for imperfection sensitivity of cylindrical shells;Thin-Walled Structures;2020-12

3. A penalty approach to obtain lower bound buckling loads for imperfection-sensitive shells;Thin-Walled Structures;2015-10

4. A reduced stiffness approach for the buckling of open cylindrical tanks under wind loads;Thin-Walled Structures;2007-09

5. Computation of lower-bound elastic buckling loads using general-purpose finite element codes;Computers & Structures;2006-11

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