Research Article
Jun 1970
Basic Structural Design of Concrete Chimneys
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VIEW THE REPLYAbstract
The paper summarizes additional problems that, at the present time, are not incorporated in the ACI Chimney Code. Besides the static wind loading, which is covered in the ACI Code, the paper outlines the effect of the radial pressure distribution and the effect of ovalling and swaying due to resonant wind conditions. The procedure and formulas for computing the model magnification factor for resonant conditions are included. The paper also treats the earthquake response problem and makes recommendations based on studies conducted on actual chimneys that were subjected to actual accelerogram records. Formulas for computing and distributing the based shear along the chimney are given. Finally, the paper emphasizes the importance of a maximum stress investigation based on a load factor times the working load moments. This is necessary because of the nonlinear variation of the stress in the vertical steel with respect to the changes in the moment.
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Published In
Journal of the Power Division
Volume 96 • Issue 3 • June 1970
Pages: 309 - 318
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Jun 1970
Published online: Feb 11, 2021
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Authors
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Wadi S. Rumman, M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Michigan, Ann Arbor, Mich.
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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.