Discussion on “Minimum vertical reinforcement in RC walls: Theoretical requirements for low and high ductility demands”

Authors

  • Gareth Morris Holmes Consulting Group, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.51.3.166-168

References

SESOC (2011). “Practice Note - Design of Conventional Structural Systems Following Canterbury Earthquakes” Structural Engineering Society of New Zealand, December. http://canterbury.royalcommission.govt.nz/documents-by-key/20111221.1908

SESOC (2011). “Preliminary Observations from Christchurch Earthquakes”. Prepared for the Canterbury Earthquakes Royal Commission. http://canterbury.royalcommission.govt.nz/documents-by-key/20111205.1533

Standards New Zealand. (2006). “NZS3101: Parts 1 and 2 Concrete Structures Standard-New Zealand”. Standards New Zealand, Wellington.

Fédération Internationale du Béton, fib (2012). “Model Code 2010 - Final Draft, Volume 2”. FIB Bulletin No. 66, Lausanne, Switzerland.

Morris, G. J. (2015). “Experimental Evaluation of Local Bond Behaviour of Deformed Reinforcing Bars in Concrete Structures”, Masters of Engineering Thesis, University of Canterbury.

Concrete NZ (2018) “Literature Review on Rate of Loading Effects on Reinforced Concrete” Report submitted to the Ministry of Business, Innovation & Employment (MBIE), Wellington.

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Published

30-09-2018

How to Cite

Morris, G. (2018). Discussion on “Minimum vertical reinforcement in RC walls: Theoretical requirements for low and high ductility demands”. Bulletin of the New Zealand Society for Earthquake Engineering, 51(3), 166–168. https://doi.org/10.5459/bnzsee.51.3.166-168

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