Research Article
Feb 1968
Annular Slabs in Circular Core Buildings
Publication: Journal of the Structural Division
Volume 94, Issue 2
Abstract
The use of a central circular core to resist wind loads offers certain advantages in the construction of high rise buildings. Annular slabs, fixed at the inner boundary, supported by equally spaced columns on the outer boundary, and subjected to uniformly distributed transverse load are examined. The problem is solved under the assumption that the columns do not restrain the rotation of the slab, and that the column reactions are uniformly distributed over its width along the boundary. The influence of the column number, the column width, and the core radius, is studied with the deflection and stress resultants plotted for several informative cases.
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Published In
Journal of the Structural Division
Volume 94 • Issue 2 • February 1968
Pages: 471 - 483
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Feb 1968
Published online: Feb 1, 2021
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Authors
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Harvey J. Kosherick
National Defense Education Act Fellow, Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill.
John Dundurs, M.ASCE
Prof. of Civil Engrg., Northwestern Univ., Evanston, Ill.
Seng Lip Lee, M.ASCE
Prof. of Civil Engrg., Northwestern Univ., Evanston, Ill.
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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.