Cyclic testing of a haunched reinforced concrete beam

Authors

  • S. J. Thurston Ministry of Works and Development, Wellington, New Zealand
  • A. W. Charleson Ministry of Works and Development, Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.12.1.67-71

Abstract

This is a summary report of recent testing of a haunched reinforced concrete beam at the Ministry of Works and Development Central Laboratories. The testing will shortly be reported in greater depth in Ministry of Works and Development Central Laboratories Report No. 5-79/2.

References

L. M. Megget, "Analysis and Design of a Base-Isolated Reinforced Concrete Frame Building". Bulletin of the N.Z. National Society for Earthquake Engineering, Vol. 11, No. 4, December 1978, pp 245-254. 2. Blakeley, R.W.G., Megget, L. M. and DOI: https://doi.org/10.5459/bnzsee.11.4.245-254

Priestley, M.J.N., "Seismic Performance of Two Full Size Reinforced Concrete Beam-Column Joint Units". Bulletin of the N.Z. National Society for Earthquake Engineering, Vol. 8, No. 1, March, 1975, pp. 38-47. DOI: https://doi.org/10.5459/bnzsee.8.1.38-69

Beckingsale, C. W., "Post Eleastic Behaviour of Reinforced Concrete Beam-Column Joints". PHD Thesis under preparation. University of Canterbury.

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Published

31-03-1979

How to Cite

Thurston, S. J., & Charleson, A. W. (1979). Cyclic testing of a haunched reinforced concrete beam. Bulletin of the New Zealand Society for Earthquake Engineering, 12(1), 67–71. https://doi.org/10.5459/bnzsee.12.1.67-71

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Section

Technical Notes

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