The strengthening of Auckland Town Hall

  • T. W. Robertson Kingston Morrison Limited, Auckland, New Zealand

Abstract

Auckland Town Hall, one of New Zealand's premier heritage buildings, was constructed around 1911 to provide Auckland with a world class concert venue and Civic Centre. Constructed of unreinforced masonry the building does not meet with today's seismic protection standards, particularly as a place of assembly. The owner of the building, Auckland City Council, determined that the building should be strengthened as part of an overall restoration programme. This paper describes the standards of strengthening adopted, the analysis and the strengthening systems utilised and is presented and published with the courtesy of Auckland City Council.

References

Kelly, T, 1993. Auckland Town Hall, Seismic Evaluation and Recommended Strengthening, Holmes Consulting Group report for Auckland City Council, Auckland.

Matuschka, TM, 1993. Auckland Town Hall Seismic Hazard Study, Engineering Geology Ltd report for Auckland City Council, Auckland.

SANZ, 1992. Code of Practice for General Structural Design and Design Loadings for Buildings, Standards Association of New Zealand, Wellington.

Priestley, MJN, 1985. Seismic Behaviour of Unreinforced Masonry Walls, Bulletin of the New Zealand National Society for Earthquake Engineering, Vol 18, No.2. also, Discussion Vol 19, No. 1. DOI: https://doi.org/10.5459/bnzsee.19.1.65-75

Published
1996-12-31
How to Cite
Robertson, T. W. (1996). The strengthening of Auckland Town Hall. Bulletin of the New Zealand Society for Earthquake Engineering, 29(4), 273-279. https://doi.org/10.5459/bnzsee.29.4.273-279
Section
Articles