Design of seismic resistant prestressed concrete structures

Authors

  • A. L. Andrews

DOI:

https://doi.org/10.5459/bnzsee.9.3.175-180

Abstract

This paper was presented at the N.Z.P.C.I. 12th Annual Conference, 1976.

References

"The New Zealand Loadings Code and its application to the Design of Seismic Resistant Prestressed Concrete Structures", G. W. Butcher, NZPCI, 1976.

"Recent New Zealand Research into the Behaviour of Prestressed Concrete Structures Subject to Seismic Loading", R. Park, NZPCI, 1976.

New Zealand Standard Code of Practice for General Structural Design and Design Loadings for Buildings (NZS 4203:1976), Standards Association of New Zealand.

Recommendations for the design and Detailing of Ductile Prestressed Concrete Frames for Seismic Loading, The Seismic Committee of the NZPCI, Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 9, No. 2, June, 1976.

"Hysteretic Behaviour of Ductile Moment-Resisting Reinforced Concrete Frame Components", V. V. Bertero and E. P. Popov, Report No. EERC 75-16, 1975, University of California, Berkeley.

Building Code Requirements for Reinforced Concrete (ACI 318-71), American Concrete Institute.

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Published

30-09-1976

How to Cite

Andrews, A. L. (1976). Design of seismic resistant prestressed concrete structures. Bulletin of the New Zealand Society for Earthquake Engineering, 9(3), 175–180. https://doi.org/10.5459/bnzsee.9.3.175-180

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