Evaluation of seismic design parameters for the museum of New Zealand site

  • J. H. Wood Phillips & Wood Ltd, Lower Hutt, New Zealand
  • G. R. Martin University of Southern California, Los Angeles, USA

Abstract

Investigations carried out to evaluate the seismic design parameters, including acceleration response spectra and time-histories, for the design of the Museum of New Zealand, Te Papa Tongarewa, on the Wellington waterfront are described. The procedures used to assess the site stability under strong ground shaking and to determine the maximum likely lateral spreading and settlements are also summarised.

References

Beetham, R.D., D.L. Fellows and P.R. Wood. 1987. Pacific Cultural Centre Site: Seismotectonic Hazard Assessment, NZ Geological Survey Report EDS IR87/14. (Prepared for Ministry of Works and Development, July 1987).

Bertero V. V. 1991 . Structural Engineering Aspects of Seismic Zonation, Fourth International Conference on Seismic Zonation, Stanford, California.

Boardman P. 1993. Asesimic Design of the Museum of New Zealand, Proceedings NZNSEE Technical Conference and Annual Meeting, Wairakei.

Borcherdt R.D. 1991. On The Observation, Characterization, and Predictive GIS Mapping of Strong Ground Shaking for Seismic Zonation, Proceedings, Pacific Conference on Earthquake Engineering, Auckland, 1:1-24.

Dickenson S.E., R.B. Seed, J. Lysmer and C.M. Mok. 1991. Response of Soft Soils During the 1989 Loma Prieta Earthquake and Implications for Seismic Design Criteria, Proceedings, Pacific Conference on Earthquake Engineering, Auckland, 3:191-203.

Federal Emergency Management Agency. 1988. NEHRP Recommended Provisions for the Development of Seismic Regulations for New Buildings, Parts 1 (Provisions) and 2 (Commentary), Reports 95 and 96.

Hatanaka M., Y. Suzuki, I. Kawasaki and M. Endo. 1989. Dynamic Properties of Undisturbed Tokyo Gravel, Proc. Discussion Session on Influence of Local Conditions on Seismic Response, 12th ICSMFE, Rio de Janerio.

Houston S.L., W.N. Houston and J.M. Padilla. 1987. Microcomputer-Aided Evaluation of Earthquake-Induced Permanent Slope Displacements, Microcomputers in Civil Engineering, 2:207-222.

Idriss J.M. 1985. Evaluating Seismic Risk in Engineering Practice, Proceedings 11th International Conference on Soil Mechanics and Foundation Engineering, 1:255-360, San Francisco, 12-16 August 1985.

Idriss I.M. 1990. Response of Soft Soil Sites During Earthquakes, Proceedings, Memorial Symposium to Honour Professor H.B. Seed, University of California, Berkeley, May.

Joyner, W.B. and D.M. Boore. 1981. Peak Horizontal Acceleration and Velocity from Strong Motion Records Including Records from the 1979 Imperial Valley, California, Earthquake, Bulletin Seismological Society of America, 71:2011-2038 DOI: https://doi.org/10.3133/ofr81365

Joyner W.B., and D.M. Boore. 1988. Measurement, Characterization, and Prediction of Strong Ground Motion, Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground Motion Evaluation, Proceedings of an ASCE Speciality Conference, Utah. ASCE Geotechnical Special Publication No. 20, pp 43- 102.

Kawashima K., K. Aizawa and K. Takahashi. 1984. Attenuation of Peak Ground Motion and Absolute Acceleration Response Spectra, Proceedings Eighth World Conference on Earthquake Engineering, San Francisco, 2:257-264.

Krinitzsky E.L. and F.K. Chang. 1988. Intensity-Related Earthquake Ground Motions, Bull. Assn. Eng. Geologists, XXV(4):425-435.

Kelly T. 1992. Personal Communication.

Matuschka T., K.R. Berryman, A.J. O'Leary, G.H. McVerry, W.M. Mulholland and R.I. Skinner. 1985. New Seismic Hazard Analysis, Bulletin NZ National Society for Earthquake Engineering, 18(4): 312-322.

McVerry G.H., and J. Zhao. 1990. Response Spectra for the Proposed Museum of NZ Site Based on the Results of Strong-motion Accelerograph Monitoring, Volumes I and II, DSIR, September 1990.

McVerry G.H., and J. Zhao. 1991. Revised Spectra for Proposed Museum of New Zealand Site Using Data From Site Investigations, Engineering Seismology Section, DSIR Physical Sciences, Lower Hutt.

Newmark N.M. 1965. Effects of Earthquakes on Dams and Embankments, Geotechnique, XV(2):139-160.

Sarma S.K. 1979. Stability Analysis of Embankments and Slopes, ASCE, Journal of Geotechnical Engineering, 105(GT12).

Seed H.B., and I.M. Idriss. 1971. Simplified Procedure for Evaluating Liquefaction Potential, Proc ASCE, Journal of Soil Mechanics and Foundations Div., 97(SM9): 1249- 1273.

Seed H.B., I.M. Idriss and I. Arrango. 1983. Evaluation of. Liquefaction Potential Using Field Performance Data, Proc ASCE, Journal of Geotechnical Eng., 109(3). DOI: https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(458)

Seed H. B., R.T.Wong, I.M. Idriss and K. Tokimatsu. 1986. Moduli and Dynamic Factors for Dynamic Analyses of Cohesionless Soils, Journal of Geotechnical Engineering, 112(11), November. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1986)112:11(1016)

Smith, W.D. and K.R. Berryman. 1983. Revised Estimates of Earthquake Hazard in New Zealand, Bulletin NZ. Nat. Society for Earthquake Engineering, 16:259-272.

Sykora D.W. and J.P . Koester. 1988. Correlations Between Dynamic Shear Resistance and Standard penetration Resistance in Soils, Earthquake Engineering and Soil Dynamics II - Recent Advances in Ground Motion Evaluation, Proceedings of an ASCE Speciality Conference, Utah. ASCE Geotechnical Special Publication No. 20, pp 289-405.

Tokimatsu K. and H.B. Seed. 1987. Evaluation of Settlements in Sands due to Earthquake Shaking, ASCE, Journal of Geotechnical Engineering, 113(8), August. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1987)113:8(861)

Tonkin & Taylor Ltd. 1992. Museum of New Zealand, Te Papa Tongarewa, Geotechnical Investigations, Final Report, Report Prepared for Museum project Office, November.

Wood J.H. and G.R. Martin. 1992. Site Seismic Design Parameters and Site Stability Under Strong Earthquakes, Final Report to Museum of New Zealand Project Office, Wellington, March.

Published
1995-06-30
How to Cite
Wood, J. H., & Martin, G. R. (1995). Evaluation of seismic design parameters for the museum of New Zealand site. Bulletin of the New Zealand Society for Earthquake Engineering, 28(2), 118-133. https://doi.org/10.5459/bnzsee.28.2.118-133
Section
Articles