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Stresses in cylindrical tanks due to uneven circumferential settlement

  • Published:1979-01 Issue:1 Volume:15 Page:7-9
  • ISSN:0039-2103
  • Container-title:Strain
  • language:en
  • Short-container-title:

Author:

MOUSA E. A.,RUIZ C.

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials

Reference5 articles.

1. 1. Morton, J. and Ruiz, C. , ‘Floating-roof tank design is eased’, Oil and Gas Journal, April 12, 1976, 59-61.

2. 2. Morton, J. and Ruiz, C. , ‘Ovalisation of cylindrical tanks as a result of foundation settlement’, ASME publication 76-PVP-46.

3. Stresses in Shells

4. 4. Morton, J. , ‘Method predicts floating-roof tank strength under wind load’. Oil and Gas Journal, November 14, 1977, 167-171.

5. 5. Malik, Z. , ‘Design of thin cylindrical tanks against buckling’, M.Sc. thesis, Oxford University, 1974.

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1. The 2D Rectangular Tank Sloshing Response Under the Planar Tilt Settlement;Mechanisms and Machine Science;2022-10-07

2. Buckling of steel tanks under measured settlement based on Poisson curve prediction model;Thin-Walled Structures;2016-09

3. Buckling strength of cylindrical steel tanks under harmonic settlement;Thin-Walled Structures;2010-06

4. Harmonic settlement effects on uniform and tapered tank shells;Thin-Walled Structures;1998-05

5. Stresses in Storage Tanks Caused by Differential Settlement;Proceedings of the Institution of Mechanical Engineers, Part E: Journal of Process Mechanical Engineering;1994-02
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