The one-dimensional (1-D) approach is still the dominant method to incorporate site effects in engineering applications. To bridge the 1-D to multidimensional site response analysis, we develop quantitative criteria and a reproducible method to identify KiK-net sites with significant deviations from 1-D behavior. We found that 158 out of 354 show two-dimensional (2-D) and three-dimensional (3-D) effects, extending the resonance toward shorter periods at which 2-D or 3-D site effects exceed those of the classic 1-D configurations and imposing an additional amplification to that caused by the impedance contrast alone. Such 2-D and 3-D effects go along with a large within-station ground motion variability. Remarkably, these effects are found to be more pronounced for small impedance contrasts. While it is hardly possible to identify common features in ground motion behavior for stations with similar topography typologies, it is not over-conservative to apply a safety factor to account for 2-D and 3-D site effects in ground motion modeling.
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Research Article|
May 01, 2019
Does the One-Dimensional Assumption Hold for Site Response Analysis? A Study of Seismic Site Responses and Implication for Ground Motion Assessment Using KiK-Net Strong-Motion Data Available to Purchase
Marco Pilz;
a
Helmholtz Centre Potsdam, GFZ German Research Centre for Geosciences, Telegrafenberg, 14473 Potsdam, GermanyEmail: [email protected]
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Fabrice Cotton
Fabrice Cotton
a
Helmholtz Centre Potsdam, GFZ German Research Centre for Geosciences, Telegrafenberg, 14473 Potsdam, Germanyb
Universität Potsdam, Institut für Erd- und Umweltwissenschaften, Karl-Liebknecht-Str. 24-25, 14476 Potsdam, Germany
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a
Helmholtz Centre Potsdam, GFZ German Research Centre for Geosciences, Telegrafenberg, 14473 Potsdam, Germany
Fabrice Cotton
a
Helmholtz Centre Potsdam, GFZ German Research Centre for Geosciences, Telegrafenberg, 14473 Potsdam, Germanyb
Universität Potsdam, Institut für Erd- und Umweltwissenschaften, Karl-Liebknecht-Str. 24-25, 14476 Potsdam, GermanyEmail: [email protected]
Publisher: Earthquake Engineering Research Institute
Received:
07 May 2018
Accepted:
02 Nov 2018
First Online:
08 Jun 2020
Online ISSN: 1944-8201
Print ISSN: 8755-2930
© 2019 Earthquake Engineering Research Institute
Earthquake Engineering Research Institute
Earthquake Spectra (2019) 35 (2): 883–905.
Article history
Received:
07 May 2018
Accepted:
02 Nov 2018
First Online:
08 Jun 2020
Citation
Marco Pilz, Fabrice Cotton; Does the One-Dimensional Assumption Hold for Site Response Analysis? A Study of Seismic Site Responses and Implication for Ground Motion Assessment Using KiK-Net Strong-Motion Data. Earthquake Spectra 2019;; 35 (2): 883–905. doi: https://doi.org/10.1193/050718EQS113M
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Index Terms/Descriptors
- accelerograms
- Asia
- attenuation
- basins
- bedrock
- body waves
- boreholes
- building codes
- data bases
- data processing
- digital terrain models
- earthquakes
- elastic waves
- elevation
- epicenters
- Far East
- focus
- Fourier analysis
- ground motion
- impedance
- Japan
- magnitude
- one-dimensional models
- P-waves
- prediction
- regulations
- remote sensing
- S-waves
- satellite methods
- sediments
- seismic intensity
- seismic networks
- seismic waves
- slopes
- soils
- spectra
- spectral analysis
- strong motion
- three-dimensional models
- topography
- two-dimensional models
- wave amplification
- site effects
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