Seismic hazard analysis and design loads

Authors

  • J. B. Berrill University of Canterbury, Christchurch, New Zealand

DOI:

https://doi.org/10.5459/bnzsee.18.2.139-150

Abstract

This article briefly reviews the seismic design load and zoning scheme proposed by the NZNSEE Bridge Study Group and discusses subsequent work in improving the underlying estimates of New Zealand seismic hazard. The loading scheme, published in 1980, was based on contemporary knowledge of seismic hazard in New Zealand and was innovative in its format which was chosen to give the designer flexibility in selecting the degree of ductility built into the structure, and the return period of the design motions.

Difficulty in estimating the design spectra for the NZNSEE study prompted a number of research projects at Canterbury University directed towards a thorough analysis of seismic hazard in New Zealand, expressed directly in terms of acceleration response spectra. These studies, together with complementary work by the SANZ Relative Earthquake Risk Subcommittee are described and discussed.

References

Berrill J B, Priestley M J N and Chapman H E (1980) Design Earthquake Loading and Ductility Demand, Bulletin NZNSEE, 13, 232-241.

Matuschka T (1980) Assessment of Seismic Hazards in New Zealand, Department of Civil Engineering Res Report No 222, University of Auckland.

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Mulholland W M (1983) Estimation of Design Earthquake Motions for New Zealand, Proc 3rd South Pacific Conference on Earthquake Engineering, Wellington, 20-35.

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Published

30-06-1985

How to Cite

Berrill, J. B. (1985). Seismic hazard analysis and design loads. Bulletin of the New Zealand Society for Earthquake Engineering, 18(2), 139–150. https://doi.org/10.5459/bnzsee.18.2.139-150

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