Weak motion attenuation of peak ground acceleration in the North Island, New Zealand

Authors

  • Aasha Pancha GNS Science, Lower Hutt, New Zealand
  • John Taber Victoria University of Wellington, Wellington, NZ

DOI:

https://doi.org/10.5459/bnzsee.32.3.125-145

Abstract

Attenuation relations using weak ground motion recordings have been determined using data from the New Zealand National Seismograph Network and several temporary seismograph deployments. Models have been developed for earthquake sources in four regions: the Eastern North Island deep and shallow regions and the Central North Island (CNI) deep and shallow regions. Deep events were those with hypocenters below 33 km. Regression coefficients have been determined using the attenuation models of Joyner and Boore (1981) and Molas and Yamazaki (1995).

The anelastic attenuation rates in the Eastern North Island expressions are comparable to that of Joyner and Boore (1981), suggesting that weak motion attenuation can be used to estimate variations in strong motion attenuation. However, the absolute level of the strong-motion attenuation curves greatly differs from those of the weak-motion.

The anelastic attenuation rate for the shallow CNI is of the order of two to three times that observed for the Eastern North Island. The lowest attenuation rate was found for events within the deep CNI, whose ray paths did not cross the shallow Central North Island region. This is consistent with a low rate of attenuation in the subducting Pacific plate.

Azimuthal dependence of PGA is evident within each of the regions. Within the Eastern North Island, the attenuation rate is lowest in the direction of 35-55° from North, which is roughly along the strike of the subducting Pacific plate. A similar azimuthal dependence was also noted within the deep CNI region, while a slightly different minimum direction (5°) was determined for the shallow CNI region.

References

Abercrombie, R. E. (1998), A summary of attenuation measurements from borehole recordings of earthquakes: the 10 Hz transition problem, Pure and Applied Geophysics, 153, 475-487. DOI: https://doi.org/10.1007/978-3-0348-8711-3_11

Ambraseys, N. N. and Boomer, J. J. (1991), The attenuation of ground accelerations in Europe, Earthquake Eng. and Str. Dyn., 20: 1179-1201.

Anderson, J. G. (1997), Nonparametric description of peak acceleration above a subduction thrust, Seism. Res. Letters, 68(1): 86-93.

Atkinson, G. M. (1995), Attenuation and source parameters of earthquakes in the Cascadia Region, Bull. Seism. Soc. Am., 85(5): 1327-1342.

Atkinson, G. M. and Mereu, R. F. (1992), The shape of ground motion attenuation curves in southeastern Canada, Bull. Seism. Soc. Am., 82(3): 2014-2031.

Bolt, B. A. and Abrahamson, N. A. (1982), New attenuation relations for peak and expected accelerations of strong ground motion, Bull. Seism. Soc. Am., 72(6): 307-2321.

Burger, R. W., Somerville, P. G., Barker, J. S., Hermann, R. B. and Helmberger, D. V. (1987), The effect of crustal structure on strong ground motion attenuation relations in eastern North America, Bull. Seism. Soc. Am., 77(2): 420-439.

Campbell, K. W. (1981), Near-source attenuation of peak horizontal acceleration, Bull. Seism. Soc. Am., 71(6): 2039-2070.

Campbell, K. W. (1991), An empirical analysis of peak horizontal acceleration for the Loma Prieta, California, earthquake of 18 October 1989, Bull. Seism. Soc. Am., 81(5): 1838-1858.

Campbell, K. W. and Bozorgnia, Y. (1994), Empirical analysis of strong ground motion from the 1992 Landers, California, earthquake, Bull. Seism. Soc. Am., 84(3): 573-588.

Dowrick, D. J. (1991), A revision of attenuation relationships for Modified Mercalli intensity in New Zealand earthquakes, Bull. N.Z. Nat. Soc. Earthquake Engineering. 24(3): 210-224.

Dowrick, D.J. and Sritharan, S. (1993a), Attenuation of peak ground accelerations in some recent New Zealand earthquakes, Bull. N.Z. Nat. Soc. Earthquake Engineering, 26(1): 3-13. DOI: https://doi.org/10.5459/bnzsee.26.1.3-13

Dowrick, D. J. and Srithanran, S. (1993b), Peak ground accelerations recorded in the 1968 Inangahua earthquake and some attenuation implications, Bull. N.Z. Nat. Soc. Earthquake Engineering, 26(3): 349- 355. DOI: https://doi.org/10.5459/bnzsee.26.3.349-355

Draper, N. R. and Smith, H. (1981), Applied Regression Analysis, 2nd edition, Wiley and Sons, Inc.

Fukushima, Y and Tanaka, T. (1990), A new attenuation relation for peak horizontal acceleration of strong earthquake ground motion in Japan, Bull. Seism. Soc. Am., 80(4): 757-783.

Gledhil, K. R., Randall, M. J. and Chadwick, M. P. (1991), The EARSS digital seismograph: System description and field trials, Bull. Seism. Soc. Am., 81(4): 1380- 1390.

Grindley, G. W. and Hull, A. (1986), Historical Taupo earthquakes and earth deformation, R. Soc. N. Z. Bull., 24: 173-186.

Hadley, D. M. and Helmberger, D. V. (1980), Simulation of strong ground motion, Bull. Seism. Soc. Am., 70(2): 617-630.

Haines, A. J. (1981), A local magnitude scale for New Zealand earthquakes, Bull. Seism. Soc. Am., 71(1): 275-294.

Hatherton, T. (1970), Upper mantle inhomogeneity beneath New Zealand: Surface manifestations, J. Geophys. Res., 75(2): 269-284. DOI: https://doi.org/10.1029/JB075i002p00269

Joyner, W. B. and Boore, D. M. (1981), Peak horizontal acceleration and velocity from strong-motion records including records from the 1979 Imperial Valley, California, earthquake, Bull. Seism. Soc. Am., 71(6): 2011-2038.

Kozuch, M. J. E., Smith, E. and Vere-Jones, D. (1996), Modeling New Zealand isoseismal shapes with a sire- specific attenuation dependence (abstract). EOS, Trans. (1995 Fall Meeting Supplement), 77(46): F510.

Malas, G. L. and Yamazaki, F. (1995), Attenuation of earthquake ground motion in Japan including deep focus events, Bull. Seism. Soc, Am., 85(5): 1343-1358.

Mooney, H. M. (1970), Upper mantle inhomogeneity beneath New Zealand: seismic evidence, J. Geophys. Res., 75(2): 285-309. DOI: https://doi.org/10.1029/JB075i002p00285

Mori, J. and Helmberger, D. (1996), Large-amplitude Moho reflections (SmS) from Landers aftershocks, Southern California, Bull. Seism. Soc. Am., 86(6): 1845-182.

Pancha, A (1997), Weak motion attenuation of the North Island, New Zealand, Masters thesis, School of Earth Sciences, Victoria University of New Zealand, 128p.

Satake, K. and Hasida, T. (1989), Three-dimensional attenuation structure beneath North Island, New Zealand, Tectonophysics, 159: 181-194. DOI: https://doi.org/10.1016/0040-1951(89)90127-3

Smith, W. D. (1978), Spatial distribution of felt intensities for New Zealand earthquakes, N. Z. J. of Geo/. Geophys., 21(3): 293-311. DOI: https://doi.org/10.1080/00288306.1978.10424059

Smith, W. D. (1995), A development in the modelling of far- field intensities, Bull. N.Z. Nat. Soc. Earthquake Engineering, 28(3): 196-217.

Smith, W. D. and Berryman, K. R. (1983), Revised estimates of earthquake hazard in New Zealand, Bull. N.Z. Nat. Soc. Earthquake Engineering, 16(4): 259-272.

Somerville, P. and Yoshimura, J. (1990), The influence of critical Moho reflections on strong ground motion recorded in San Francisco and Oakland during the 1989 Loma Prieta earthquake, Geophys. Res. Letters, 17(8): 1203-1206. DOI: https://doi.org/10.1029/GL017i008p01203

Zhao, J. X., Dowrick, D. J. and McVerry, G. H. (1997), Attenuation of peak ground accelerations in New Zealand earthquakes, Bull. N.Z. Nat. Soc. Earthquake Engineering, 3(2): 133-158.

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Published

30-09-1999

How to Cite

Pancha, A., & Taber, J. (1999). Weak motion attenuation of peak ground acceleration in the North Island, New Zealand. Bulletin of the New Zealand Society for Earthquake Engineering, 32(3), 125–145. https://doi.org/10.5459/bnzsee.32.3.125-145

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