TECHNICAL NOTES
Oct 1, 1987
Bending of Interstice Walls in Circular Silos
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 113, Issue 10
Abstract
Circular concrete silos are often arranged in clusters, thus forming additional storage spaces, called interstices or interstice bins. Methods of analysis for calculating maximum bending moments and axial force in the interstice wall are summarized and a more realistic theoretical model is proposed. Simple equations are proposed which are directly applicable to silo design. These formulas account for the realistic inclusion of proper boundary conditions in the computer model.
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References
1.
ACI313–77. (1983). “Recommended practice for the design and construction of concrete bins, silos and bunkers for storing granular materials.” American Concrete Institute, Detroit, Mi.
2.
Safarian, S. S. and Harris, E. C. (1985). Design and construction of silos and bunkers. Van Nostrand Reinhold Co., New York, N.Y.
3.
SAP80 Computer Program. (1984). Computers and Structures Inc., Berkeley, Calif.
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Published In
Journal of Structural Engineering
Volume 113 • Issue 10 • October 1987
Pages: 2311 - 2315
Copyright
Copyright © 1987 ASCE.
History
Published online: Oct 1, 1987
Published in print: Oct 1987
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Authors
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Helmut M. Haydl
Structures Consultant, HMH Res. & Engrg. Co., 165 Winding Way, Kitchener, Ontario N2N 1P3 Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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