A direct method for the stress analysis of the ring beam and shell of a cooling tower-Reference-Cited by-同舟云学术

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A direct method for the stress analysis of the ring beam and shell of a cooling tower

Published:1984-01 Issue:2 Volume:2 Page:129-151
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Moy S.S.J.,Niku S.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Finite element techniques for the analysis of cooling tower shells with geometric imperfections;Moy;Thin-Walled Structures,1983

2. Membrane stresses in hyperbolic shells of revolution;Cicala,1960

3. The calculation of membrane stresses in hyperbolic cooling towers;Martin,1961

4. Bending and membrane equilibrium in cooling towers;Albasiny,1967

5. Bending of hyperbolic cooling towers;Gould,1967

Cited by 5 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. Soil-structure interaction using equivalent support stiffness in response of cooling towers;International Journal of Structural Engineering;2024

2. Abstract;Engineering Structures;1998-10

3. A local–global FE model for nonlinear analysis of column-supported shells of revolution;Thin-Walled Structures;1998-05

4. Stress resultants in hyperboloid cooling tower shells subjected to foundation settlement;Computers & Structures;1994-08

5. Studies on stress concentration at shell-column junctions of hyperboloid cooling towers;Computers & Structures;1990-01

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