Section 5
 Detailing for ductility and ductility capability

Authors

  • L. G. Cormack
  • R. Park University of Canterbury, Christchurch, New Zealand
  • H. E. Chapman Ministry of Works and Development, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.13.3.262-263

Abstract

Seismic design of bridges


References

Standards Association of New Zealand, "Draft New Zealand Standard, Code of Practice for the Design of Concrete Structures": 1980.

Standards Association of New Zealand, "Code for Design of Steel Structures, (with commentary)" NZS 3404:1977.

Potangaroa, R.T., "Ductility of Spirally Reinforced Concrete Columns under Seismic Loading", University of Canterbury, Department of Civil Engineering, Report Number 79-8 February 1979.

Gill, W.D., "Ductility of Rectangular Reinforced Concrete Columns with Axial Load", University of Canterbury, Department of Civil Engineering, Report Number 79-1, February 1979.

New Zealand Ministry of Works and Development, "Ductility of Bridges with Reinforced Concrete Piers", Civil Division Publication CDP 810/4, April 1975, 109pp.

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Published

30-09-1980

How to Cite

Cormack, L. G., Park, R., & Chapman, H. E. (1980). Section 5
 Detailing for ductility and ductility capability. Bulletin of the New Zealand Society for Earthquake Engineering, 13(3), 262–263. https://doi.org/10.5459/bnzsee.13.3.262-263

Issue

Vol. 13 No. 3 (1980)

Section

Articles

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