Abstract
The subjects of prestressed and nonprestressed reinforced-concrete roof-and floor-framing systems are inseparable because identical concrete sections sometimes are used with each mode of reinforcing, and because some framing schemes incorporate elements composed of each type of construction. For this reason, each will be considered in this discussion although the emphasis will be placed upon members with prestressed reinforcement. Nonprestressed reinforced-concrete elements will be discussed only when they are used in lieu of or in combination with prestressed elements.
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References
Aalami, B. O. 1878. Design of Post-Tensioned Floor Slabs. Concrete International Design and Construction Detroit. American Concrete Institute. 11(6):59–67.
Aalami, B. O. and Barth, F. G. 1989. Restraint Cracks and Their Mitigation in Unbonded Post-tensioned Building Structures. Cracking in Prestressed Concrete Structures Detroit. American Concrete Institute.
ACI Committee 318. 1983. Building Code Requirements for Reinforced Concrete Detroit. American Concrete Institute.
ACI Committee 318. 1983. Commentary on Building Code Requirements for Reinforced Concrete. Detroit. American Concrete Institute.
ACI Committee 318. 1989. Building Code Requirements for Reinforced Concrete. Detroit. American Concrete Institute.
ACI Committee 318. 1989. Commentary on Building Code Requirements for Reinforced Concrete. Detroit. American Concrete Institute.
ACI-ASCE Committee 423.1R. 1969. Tentative Recommendations for Concrete Members Prestressed with Unbonded Tendons. Journal of the American Concrete Institute 66(2):81–86.
ACI-ASCE Committee 423.3R. 1983. Recommendations for Concrete Members Prestressed with Unbonded Tendons. Concrete International Detroit: American Concrete Institute 5(7):61–76.
ACI-ASCE Committee 423.3R. 1989. Recommendations for Concrete Members Prestressed with Unbonded Tendons. Structural Journal of the American Concrete Institute 86(3):301–18.
Brotchic, J. F. and Wynn, A. J., 1975. Elastic Deflections and Moments in an Internal Panel of a Flat Plate Structure—Design Information Sidney, Australia. Commonwealth Scientific and Industrial Research Organization.
Corley, W. G. and Jirsa, J. O. 1970. Equivalent Frame Analysis for Slab Design. Journal of the American Concrete Institute 67(11):875–84.
Csagoly, P. F. and Lybas, J. M. 1989. Advanced Design Method for Concrete Bridge Deck Slabs. Concrete International Design and Construction 11(5):53–63.
Eberhardt, A. C. and Hoffman, E. S. 1971. Discussion of the paper “Equivalent Frame Analysis for Slab Design” by W. G. Corley and J. O. Jirsa. Journal of the American Concrete Institute 68(5):397–8.
Kawai, T. 1957. Influence Surfaces for Moments in Slabs Continuous Over Flexible Cross Beams. International Association for Bridge and Structural Engineering 16:117–38.
Kist, H. J. and Bouma, A. L. 1954. An Experimental Investigation of Slabs, Subjected to Concen-trated Loads. International Association for Bridge and Structural Engineering 14:85–110.
PCI Design Handbook 1985. Chicago: Prestressed Concrete Institute.
Precast, Prestressed Concrete Producers and Products 1969. Chicago. Prestressed Concrete Institute.
Pucher, A. 1964. Influence Surfaces of Elastic Plates New York. Springer-Verlag.
Uniform Building Code 1976. Whittier, California: International Conference of Building Officials.
Uniform Building Code 1988. Whittier, California: International Conference of Building Officials.
Westergaard, H. M. 1930. Computation of Stresses in Bridge Slabs Due to Wheel Loads. Public Roads 11:1–23.
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© 1990 Springer Science+Business Media New York
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Libby, J.R. (1990). Roof and Floor Framing Systems. In: Modern Prestressed Concrete. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-3918-6_13
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DOI: https://doi.org/10.1007/978-1-4615-3918-6_13
Publisher Name: Springer, Boston, MA
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