The development of the design of the ANZ head office building, Lambton Quay, Wellington

Authors

  • R. D. Sharp Beca Carter Hollings & Ferner Ltd., Wellington, New Zealand
  • J. R. Binney Beca Carter Hollings & Ferner Ltd., Wellington, New Zealand
  • D. J. McNaughton Beca Carter Hollings & Ferner Ltd., Wellington, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.12.3.204-211

Abstract

The irregular shape of the site on which this multi-storey building is to be located has given rise to an interesting architectural solution which in turn has led to more complex than normal methods of analysis
and detailed design being required. This paper describes the development of the structural solution and the procedures set up to handle the design. Special mention is made of some of the difficulties encountered in following codified analysis methods.

References

NZS 4203 "The NZ Code of Practice for General Structural Design and Design Loadings for Buildings".

ACI Standard 318-71 "Building Code Requirements for Reinforced Concrete".

Paulay T., "Moment Redistribution in Continuous Beams of Earthquake Resistant Multi-Storey Reinforced Concrete Frames", Bulletin of the N.Z. National Society for Earthquake Engineering, Vol. 9, No. 4 December 1976.

Williams, R. L., "A Procedure for the Analysis and Design of Ductile Reinforced Concrete Frame Buildings of Moderate Height".

"Recommendations for Design of Beam Column Joints in Monolithic Reinforced Concrete Structures", Journal of the ACI, July, 1976, paper 73-28. DOI: https://doi.org/10.14359/11078

Paulay, T., "Columns - Evaluation of Actions", Bulletin of the N.Z. National Society for Earthquake Engineering, Vol. 10, No. 2, June, 1977.

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Published

30-09-1979

How to Cite

Sharp, R. D., Binney, J. R., & McNaughton, D. J. (1979). The development of the design of the ANZ head office building, Lambton Quay, Wellington. Bulletin of the New Zealand Society for Earthquake Engineering, 12(3), 204–211. https://doi.org/10.5459/bnzsee.12.3.204-211

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