Research Article
May 1969
Torsion of Perforated Concrete Shafts
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 95, Issue 5
Abstract
A simple method of analysis is presented for torsionally loaded perforated shafts. This difficult topic is presented for the first time in a manner suitable for use in engineering offices. The internal forces, the twist and the period of the free torsional vibrations are found to depend on a single, dimensionless, parameter, which is denoted as torsional stiffness parameter of the shaft. The use of dimensionless coefficients makes it possible to find the general solution and to express it in explicit form. Moreover, it is recognized that there exists a complete mathematical analogy between the torsionally loaded shaft and the laterally loaded shear wall. This, it is expected, will simplify future research in the theory of building structures.
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Published In
Journal of the Structural Division
Volume 95 • Issue 5 • May 1969
Pages: 991 - 1012
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: May 1969
Published online: Feb 1, 2021
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Authors
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Riko Rosman, M.ASCE
Prof. on Theory of Structures, Faculty of Architecture, Zagreb, Yugo.
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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.