Behaviour of empty steel grain silos under wind loading: part 1: the stiffened cylindrical shell-Reference-Cited by-同舟云学术

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Behaviour of empty steel grain silos under wind loading: part 1: the stiffened cylindrical shell

Published:1986-10 Issue:4 Volume:8 Page:260-275
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Briassoulis D.,Pecknold D.A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

1. Wind loaded reinforced-concrete cooling towers: buckling or ultimate load;Mang;Eng. Struct.,1983

2. Cooling tower practice in Germany: state of the art;Zerna,1981

3. The analysis of covered cylindrical storage bins subjected to unsymmetrical loading by shell bending theory;Jerath,1977

4. Design of steel bins for storage of bulk solids;Gaylord,1984

5. Structural design of steel bins for bulk solids;Trahair,1983

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1. Wind-structure interaction mechanism of circular storage shells- a critical review;Mechanics of Advanced Materials and Structures;2024-04-09

2. Effects of reinforcing steel tanks with intermediate ring stiffeners on wind buckling during construction;Journal of Constructional Steel Research;2023-04

3. The stability of anchored cylindrical steel tanks with a secondary stiffening ring;International Journal of Pressure Vessels and Piping;2022-08

4. Stiffness requirements for wind girders in open-top cylindrical steel tanks;Thin-Walled Structures;2022-07

5. Stress resultants for wind girders in open-top cylindrical steel tanks;Engineering Structures;2019-10

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