Research Article
Oct 1963
Analysis of Prestressed Cylindrical Shell Roofs
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 89, Issue 5
Abstract
Circular cylindrical shell roofs prestressed by tendons placed in edge beams are considered. Prestressing force is represented by a Fourier series and several terms of the series are taken into account. For the solution of edge disturbance problem, Schorer approximation is used. The solution is facilitated by operation tables referring to a single shell and an inner shell in multiple shell structure. Two numerical examples are given. It is demonstrated that extremal values of normal stresses and transverse bending moments do not occur at midspan, but are rather displaced in the direction of the end section.
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Published In
Journal of the Structural Division
Volume 89 • Issue 5 • October 1963
Pages: 91 - 116
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Oct 1963
Published online: Feb 1, 2021
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Ryszard Dabrowski
Docent, Dept. of Civ. Engrg., Institute of Tech., Gdansk, Poland; presently, Dept. of Civ. Engrg. and Engrg. Mechanics, Columbia Univ., New York, N.Y.
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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.
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.