Some possible revisions to the seismic provisions of the New Zealand concrete design code for moment resisting frames

Authors

  • P. C. Cheung University of Canterbury, Christchurch, New Zealand
  • T. Paulay University of Canterbury, Christchurch, New Zealand
  • R. Park University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.25.1.37-43

Abstract

Possible revisions to the seismic design provisions of the New Zealand concrete design code NZS 3101: 1982 for ductile reinforced concrete moment resisting frames are discussed. Topics include shear reinforcement for beam-column joint cores, anchorage of longitudinal reinforcement passing through beam-column joint cores, and transverse reinforcement in columns for confinement in potential plastic hinge regions of columns. The recommendations are based on recent experimental and theoretical studies of the simulated seismic response of beam-column joints and columns in ductile reinforced concrete frames. Rational models for the evaluation of behaviour are presented.

References

American Concrete Institute. 1989, 1983, 1977, 1971 and earlier years. Building code requirements and commentary for reinforced concrete. ACI 318. Detroit.

American Concrete Institute. 1991. "Design of Beam-Column Joints for Seismic Resistance", Special Volume SP-123, Detroit.

Cheung, P.C., Paulay, T. and Park, R. 1991. Seismic design of reinforced concrete beam-column joints with floor slab. Department of Civil Engineering, University of Canterbury, New Zealand. Research Report 91-4.

Mander, J.B., Priestley, M.J.N. and Park, R. 1984. Seismic design of bridge piers. Department of Civil Engineering, University of Canterbury, New Zealand. Research Report 84-2.

Park, R. 1989. United States/New Zealand/Japan/China collaborative research project on the seismic design of reinforced concrete beam-column-slab joints. Bulletin of the New Zealand National Society for Earthquake Engineering 22(2): 122-126. DOI: https://doi.org/10.5459/bnzsee.22.2.122-127

Park, R. and Dai, Ruitong. 1988. A comparison of the behaviour of reinforced concrete beam-column joints designed for ductility and limited ductility. Bulletin of the New Zealand National Society for Earthquake Engineering 21(4): 255-278. DOI: https://doi.org/10.5459/bnzsee.21.4.255-278

Park, R. and Paulay, T. 1975. Reinforced concrete structures. John Wiley & Sons, New York. DOI: https://doi.org/10.1002/9780470172834

Standards Association of New Zealand. 1982. Code of practice for the design of concrete structures. NZS 3101: Parts 1 and 2. Wellington.

Standards Association of New Zealand. 1989. Amendment No. 1 to NZS 3101: Parts 1 and 2. Wellington.

Soesianawati Watson and Park, R. 1989. Design of reinforced concrete frames of limited ductility. Department of Civil Engineering, University of Canterbury, New Zealand. Research Report 89-4.

Zahn, P.A., Park, R. and Priestley, M.J.N. 1986. Design of reinforced concrete bridge columns for strength and ductility. Department of Civil Engineering, University of Canterbury, New Zealand. Research Report 86-7.

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Published

31-03-1992

How to Cite

Cheung, P. C., Paulay, T., & Park, R. (1992). Some possible revisions to the seismic provisions of the New Zealand concrete design code for moment resisting frames. Bulletin of the New Zealand Society for Earthquake Engineering, 25(1), 37–43. https://doi.org/10.5459/bnzsee.25.1.37-43

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