Recommendations for the design and detailing of ductile prestressed concrete frames for seismic loading
This document includes recent research information and suggests minimum requirements for the design of prestressed and partially prestressed concrete frames to resist seismic forces. They are based on ACI 318-71 where appropriate and shall be read in conjunction with NZS 4203, and are supplementary to NZSR 32. The recommendations are not to be read as a code of practice.
"Prestressed Concrete", NZSR 32:1968, Standards Association of New Zealand.
"General Structural Design and Design Loadings", NZS 4203:1975, Standards Association of New Zealand.
"Building Code Requirements for Reinforced Concrete (ACI 318-71)", American Concrete Institute.
Blakeley, R.W.G. and Park, R., "Response of Prestressed Concrete Structures to Earthquake Motions", New Zealand Engineering, Vol. 28, No. 2, February, 1973, pp. 42-54.
Park, R. and Paulay, T., "Reinforced Concrete Structures", John Wiley, New York, 1975, 769p.
Blakeley, R.W.G. and Park, R., "Ductility of Prestressed Concrete Members", Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 4, No. 1, March, 1971, pp. 145-170.
Park, R. and Thompson, K. J., "Progress Report on Cyclic Load Tests on Prestressed and Reinforced Concrete Interior Beam- Column Assemblies", Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 8, No. 1, March, 1975.
Blakeley, R.W.G. and Park, R., "Seismic Resistance of Prestressed Concrete Beam-Column Assemblies", Journal of American Concrete Institute, Vol. 68, No. 9, September 1971, pp. 677-692.
Copyright (c) 1976 The seismic committee of the N.Z. prestressed concrete institute
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