Validating alternative methods to account for shallow site effects in hybrid broadband ground-motion simulation of small-magnitude earthquakes in New Zealand
Proper incorporation of shallow site effects in hybrid broadband ground-motion simulation is essential to improving predictions at soil sites. This paper validates and compares four methods to account for these effects in the predominantly linear regime, using 1446 ground motions from 213 small-magnitude earthquakes ( <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" display="inline" overflow="scroll"> <mml:mrow> <mml:mn>3</mml:mn> <mml:mo>.</mml:mo> <mml:mn>5</mml:mn> <mml:mo>≤</mml:mo> <mml:msub> <mml:mrow> <mml:mi>M</mml:mi> </mml:mrow> <mml:mrow> <mml:mi>W</mml:mi> </mml:mrow> </mml:msub> <mml:mo>≤</mml:mo> <mml:mn>5</mml:mn> <mml:mo>.</mml:mo> <mml:mn>0</mml:mn> </mml:mrow> </mml:math> ) recorded at 38 sites in New Zealand representative of a wide range of soil conditions. These methods require <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" display="inline" overflow="scroll"> <mml:mrow> <mml:msub> <mml:mrow> <mml:mi>V</mml:mi> </mml:mrow> <mml:mrow> <mml:mi>S</mml:mi> <mml:mn>30</mml:mn> </mml:mrow> </mml:msub> </mml:mrow> </mml:math> or a shear-wave velocity profile, with the second approach relying on either the square-root-impedance method or the theoretical one-dimensional (SH1D) transfer function. Incorporating shallow site effects with any of the considered methods significantly improves accuracy and precision for several intensity measures, including pseudo-spectral acceleration at short vibration periods. Although the reduction in prediction variability was comparable between methods, the SH1D-based approach showed particular benefits in the case of (1) stiff sites for which the simulation overestimates attenuation effects; (2) relatively stiff sites with high-frequency resonances; (3) relatively soft sites with strong resonances in the intermediate frequency range; and (4) sites with a near-surface predominant frequency lower than the frequency range considered for the application of the <mml:math xmlns:mml="http://www.w3.org/1998/Math/MathML" display="inline" overflow="scroll"> <mml:mrow> <mml:msub> <mml:mrow> <mml:mi>V</mml:mi> </mml:mrow> <mml:mrow> <mml:mi>S</mml:mi> <mml:mn>30</mml:mn> </mml:mrow> </mml:msub> </mml:mrow> </mml:math> -based adjustment. This study shows that the potential prediction improvements obtained by using more advanced site-adjustment methods that incorporate additional site-characterization data are highly dependent on the site characteristics and the quality of the ground-motion simulation in a given region. These findings can help to inform site response method selection in forward applications.
Authors
- Brendon Bradley (ORCID: https://orcid.org/0000-0002-4450-314X)
- Felipe Kuncar (ORCID: https://orcid.org/0000-0003-2779-2290)
- Christopher A de la Torre (ORCID: https://orcid.org/0000-0002-7946-7812)
- Adrián Rodríguez-Marek (ORCID: https://orcid.org/0000-0002-8384-4721)
- Chuanbin Zhu (ORCID: https://orcid.org/0000-0001-8097-2237)
- Robin Lee (ORCID: https://orcid.org/0000-0003-1033-5923)
Institutions
- University of Canterbury (NZ)
- Northumbria University (GB)
- Virginia Tech (US)
Publication Details
- Journal
- Earthquake Spectra
- Published
- 2025-10-15
- DOI
- https://doi.org/10.1177/87552930251377784
- Citations
- 1
- Primary Topic
- Seismic Performance and Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.95