Buckling strength of cylindrical steel tanks under measured differential settlement: Harmonic components needed for consideration and its effect-Reference-Cited by-同舟云学术

Buckling strength of cylindrical steel tanks under measured differential settlement: Harmonic components needed for consideration and its effect

Published:2017-10 Issue: Volume:119 Page:345-355
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Gong Jian-Guo,Zhou Zhong-Qiang,Xuan Fu-Zhen

Funder

National Natural Science Foundation of China

111 project

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. Buckling strength of cylindrical steel tanks under harmonic settlement;Cao;Thin-Walled Struct.,2010

2. Settlement beneath cylindrical shells;Holst,2004

3. The failure of two oil storage tanks caused by differential settlement;Green,1974

4. Analysis and treatment for foundation engineering accidents of tanks;Jia;Ground Improv.,2006

5. Case study of earth undercutting method applied to correct unevenly settled foundation of 20, 000m3 vertical steel storage tank;Jiang;Pet. Eng. Constr.,2011

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3. Experimental investigation of geometrical and physical behaviors of thin-walled steel tanks subjected to local support settlement;Structures;2021-12

4. Buckling Design of Axially Compressed Cylindrical Shells Based on Energy Barrier Approach;International Journal of Structural Stability and Dynamics;2021-08-05

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