TECHNICAL NOTES
Feb 1, 2000
Analysis of Continuous Beams Prestressed with Localized Tendons
Authors: André Picard, Josée Bastien, and Bruno MassicotteAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 126, Issue 2
Abstract
In this paper, the use of localized tendons to prestress statically indeterminate structures is examined. To determine the prestressing moments produced by localized tendons, the fixed-end moments should first be computed. Equations and charts are presented to show the effects on these moments of varying the geometric parameters that define the localized tendon profile. These equations and charts are helpful for selecting the values of the parameters before using computer programs to obtain the resultant prestressing moment at any section of the structure.
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References
1.
Mattock, A. H. (1997). “Continuous prestressed concrete beams: Problems and solutions.” PCI J., 42(3), 50–59.
2.
Picard, A., Massicotte, B., and Bastien, J. (1995). “Relative efficiency of external prestressing.”J. Struct. Engrg., ASCE, 121(12), 1832–1841.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 126 • Issue 2 • February 2000
Pages: 262 - 265
History
Received: Nov 16, 1998
Published online: Feb 1, 2000
Published in print: Feb 2000
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Authors
Affiliations
André Picard
Josée Bastien
Bruno Massicotte
Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. Laval, Ste-Foy, Québec, Canada G1K 7P4. E-mail: [email protected]
Assoc. Prof., Dept. of Civ. Engrg., Univ. Laval, Ste-Foy, Québec, Canada G1K 7P4.
Prof., Dept. of Civ. Engrg., École Polytechnique, Montréal, Canada H3C 3A7.
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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.