Ergodic site amplification models for active tectonic regions are conditioned on the time-averaged shear wave velocity in the upper 30 m (VS30) and the depth to a shear wave velocity isosurface (zx). The depth components of such models are derived using data from sites within many geomorphic domains. We provide a site amplification model utilizing VS30 and depth, with the depth component conditioned on type of geomorphic province: basins, valleys, and mountain/hills. As with current models, the depth component of our model is centered with respect to the VS30-scaling model using differential depth δzx, taken as the difference between a site-specific depth and a VS30-conditioned average depth. Using data from southern California, we find that long-period site response for all sites combined exhibits relative de-amplification and amplification for negative and positive differential depths, respectively. Individual provinces exhibit broadly similar trends with depth, but amplification levels are on average stronger in basins such that little relative de-amplification occurs at negative differential depths. Valley and mountain/hill sites have, on average, weaker amplification levels but stronger scaling with δzx. Site-to-site standard deviations vary appreciably across geomorphic provinces, with basins having lower dispersions than mountain/hill sites and the reference ergodic model.
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Research Article|
November 01, 2022
Site response of sedimentary basins and other geomorphic provinces in southern California
Chukwuebuka C Nweke, M.EERI;
Chukwuebuka C Nweke, M.EERI
1
Sonny Astani Department of Civil & Environmental Engineering, University of Southern California (USC), Los Angeles, CA, USA
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Jonathan P Stewart, M.EERI;
2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USAJonathan P Stewart, Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), 5731 Boelter Hall, Los Angeles, CA 90095, USA. Email: [email protected]
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Pengfei Wang, M.EERI;
Pengfei Wang, M.EERI
2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USA
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Scott J Brandenberg, M.EERI
Scott J Brandenberg, M.EERI
2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USA
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Chukwuebuka C Nweke, M.EERI
1
Sonny Astani Department of Civil & Environmental Engineering, University of Southern California (USC), Los Angeles, CA, USA2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USA
Pengfei Wang, M.EERI
2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USA
Scott J Brandenberg, M.EERI
2
Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), Los Angeles, CA, USAJonathan P Stewart, Department of Civil and Environmental Engineering, University of California, Los Angeles (UCLA), 5731 Boelter Hall, Los Angeles, CA 90095, USA. Email: [email protected]
Publisher: Earthquake Engineering Research Institute
Received:
05 Jun 2021
Accepted:
02 Mar 2022
First Online:
07 May 2024
Online ISSN: 1944-8201
Print ISSN: 8755-2930
© The Author(s) 2022
Earthquake Engineering Research Institute
Earthquake Spectra (2022) 38 (4): 2341–2370.
Article history
Received:
05 Jun 2021
Accepted:
02 Mar 2022
First Online:
07 May 2024
Citation
Chukwuebuka C Nweke, Jonathan P Stewart, Pengfei Wang, Scott J Brandenberg; Site response of sedimentary basins and other geomorphic provinces in southern California. Earthquake Spectra 2022;; 38 (4): 2341–2370. doi: https://doi.org/10.1177/87552930221088609
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