Abstract
Problems of analysis and design arising from the behaviour of hypersatic (fully or partially) prestressed concrete structures under service and post-service conditions are explored. Particular attention is given to building structures and American practices.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Jager, K., “The Most Probable Moment Redistribution in Statically Indeterminate Reinforced Concrete Beams”, (in German), A. Leon-Gedenkschrift, Wien, Austria, 1952.
Cohn, M.Z., Discussion to “Limit Design of Reinforced Concrete Beams” by D.T. Wright and C. Berwanger, ASCE Journal Structure Division, Vol. 89, No. 512, April 1963.
Cohn, M.Z., “Elastic Constants for Structural Members with Stiffened Ends”, Indian Concrete Journal, Vol. 37, No. 2, February 1963.
Cohn, M.Z., “Nonlinear Design of Concrete Structures: Problems and Prospects”, Proceedings International Symposium on Nonlinear Design of Concrete Structures, University of Waterloo, August 7-9, 1979, SM Study No. 14, University of Waterloo Press, pp. 3–42.
Lebelle, P., Perchat, J., “The Experimental Teaching of Reinforced Concrete”, Annales ITBTP, Vol.8, No. 86, February 1955, pp.195–230.
Mattock, A.H., Discussion to Session C “Strength of Concrete Structures Symposium”, Cement and Concrete Association, London, England, 1956, pp. 419–421.
Cohn, M.Z., “Rotation Compatibility in the Limit Design of Reinforced Concrete Continuous Beams”, Proceedings International Symposium on “Flexural Mechanics of Reinforced Concrete”, Miami, Florida, November, 1964, ACI Publications, SP-12, 1965, pp. 359–382.
Corradi, L., Dedonato, O., Maier, G., “Inelastic Analysis of Reinforced Concrete Beams”, ASCE Journal, Structural Division, Vol. 100, No. ST9, September 1974, pp. 1925–1942.
Ngo, D., Scordelis, A.C., “Finite Element Analysis of Reinforced Concrete Beams”, ACI Journal, Vol. 64, No. 3, March 1967, pp. 152–163.
Cohn, M.Z., “Equilibrium (Serviceability) Methods of Limit Design for Concrete Frames”, Proceedings ICE Paper 7514, Supplement XIV, 1972, pp. 263–316.
Sawyer Jr., H.A., “Comprehensive Design of Reinforced Concrete by Plasticity Factors”, Bulletin d’In formation CEB, No. 53, January 1966, pp. 299–275.
Macchi, G., “Analysis of Hyperstatic Structures by the Method of Imposed Rotations”, Vol. 3, AITEC, Rome, Italy, 1972, pp. 315–368.
Burnett, E.F.P., Modified Simplified Limit Design, ASCEACI Joint Committee 428, Draft Report, 1978.
Cohn, M.Z., “Optimal Limit Design for Reinforcement Concrete Structures” Proceedings International Symposium on “Inelasticity and Nonlinearity in Structural Concrete”, SM Study No. 8, Paper 15, University of Waterloo Press, 1972, pp. 357–388.
Munro, J., Krishnamoorthy, C.S., Yu, C.W., “Optimal Design of Reinforced Concrete Frames”, Structural Engineer, Vol. 50, No. 7, July 1972, pp. 259–264.
Grierson, D.E., Cohn, M.Z., “General Formulation of the Optimal Frame Problem”, Transactions ASME Journal of Applied Mechanics, Vol. 70, June 1970, pp. 356–360.
Ali, M.M., Grierson, D.E., “Limit Design for Strength and Deformability” ASCE Journal of the Structural Division, Vol. 100, No. EM5, 1974, pp. 839–860.
Adin, M., Cohn, M.Z., Pinto, M., “Optimal Design of Reinforced Concrete Bridges”, Proceedings International Symposium on Nonlinear Design of Concrete Structures, University of Waterloo, Aug. 7-9, 1979, University of Waterloo Press, 1980.
Mattheiss, J., “Bases for Deviating from the Classical Elastic Theory for Hyperstatic Systems in the New DIN 1045 Standard” (in German), Beton und Stahlbetonbau, No. 8, August 1971, pp. 189–197.
Beeby, A.N., “The Analysis of Beams in Plane Frames According to CP 110”, CCA Development Bulletin, October, 1978, 34 p.
PCA, Notes on ACI 818-77 Code, Portland Cement Association, Chicago, Illinois, 1978.
Furlong, W., Rezende, C, “Alternate to ACI Analysis Coefficients” ASCE Journal of the Structural Division, Vol. 105, No. ST11, November, 1979, pp. 2203–2220.
DIN 4227, Part 2, (Preliminary Norm), Prestressed Concrete; Partially Prestressed Structural Members, (in German), German Standard Institute, May 1984.
Marioni, C, “Remarks on Moment Redistribution under Service Loading Condition”, CEB Bulletin d’In formation No. 134, April 1979, pp. 67–80.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1986 Martinus Nijhoff Publishers, Dordrecht
About this chapter
Cite this chapter
Cohn, M.Z. (1986). Continuity in Prestressed Concrete. In: Cohn, M.Z. (eds) Partial Prestressing, From Theory to Practice. NATO ASI Series, vol 113. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-4438-1_8
Download citation
DOI: https://doi.org/10.1007/978-94-009-4438-1_8
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-8475-8
Online ISBN: 978-94-009-4438-1
eBook Packages: Springer Book Archive