Application and development of ambient noise methods for direct prediction of site amplification at high spatial resolutions in New Zealand sedimentary basins-Reference-Cited by-同舟云学术

Application and development of ambient noise methods for direct prediction of site amplification at high spatial resolutions in New Zealand sedimentary basins

Published:2024 Issue:9 Volume:10 Page:220-225
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

de Torre Chris¹,Bradley Brendon¹,Stolte Andrew²,Kuncar Felipe¹,Tiwari Ayushi¹,Wotherspoon Liam²,Zhu Chuanbin¹,Bae Sung¹

Affiliation:

1. University of Canterbury

2. University of Auckland

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/9/10_v10.SS-3-03/_pdf

Reference10 articles.

1. 1) Boon, D., Perrin, N., Dellow, G., Van Dissen, R., and Lukovic, B. (2011): NZS1170.5:2004 Site Subsoil Classification of Lower Hutt. In Proceedings of 9^th PCEE Conference, 14-16 April, 2011, Auckland, New Zealand.

2. 2) Bormann, P., Wielandt, E. (2013): Seismic Signals and Noise. Ch. 4 in Bormann, P. (Ed.), New Manual of Seismological Observatory Practice 2 (NMSOP2), Potsdam: GFZ, 1-62.

3. 3) de la Torre, C., Bradley, B., Kuncar, F., Lee, R., Wotherspoon, L., and Kaiser, A. (2023): Combining Observed Linear Basin Amplification Factors with 1D Nonlinear Site-Response Analyses to Predict Site Response for Strong Ground Motions: Application to Wellington, New Zealand. Accepted in Earthquake Spectra.

4. 4) Esteghamati, M.Z., Kottke, A., and Rodriguez-Marek, A., (2022): A Data-Driven Approach to Evaluate Site Amplification of Ground-Motion Models Using Vector Proxies Derived from Horizontal-to-Vertical Spectral Ratios, BSSA, 112(6).

5. 5) Hallal, M. and Cox, B. (2018): An H/V geostatistical approach for building pseudo-3D Vs models to account for spatial variability in ground response analyses Part I: Model development. Earthquake Spectra, 37(3), 2013-2040.