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  • English  (3)
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  • English  (3)
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  • 1
    Publication Date: 2023-07-31
    Description: In the framework of the Risk Model Switzerland, Risk Model Basel and Urbasis projects, selected areas in Switzerland were used to derive local amplification models combining geological, seismological and geophysical data. The chosen sites are Visp and Sion located in the Canton of Valais in southwest Switzerland, Lucerne a densely populated city located in central Switzerland and Basel located in the northwest of Switzerland. In the area of Visp, different amplification models are derived by means of 3D simulations and statistical correlation of horizontal-to-vertical spectral ratio and empirical amplification functions. Additionally, a further strategy for the prediction of amplification is presently being calibrated using the quarter wavelength method as a direct empirical modelling approach to estimate amplification from synthetic S-wave velocity profiles extracted from the 3D model. Instead, in the Sion, Basel and Lucerne areas beyond the statistical correlation of horizontal-to-vertical spectral ratio with empirical amplification functions as in Visp, also a method combining noise and earthquake standard spectral ratio is used. Thanks to the available database of geophysical data and empirical amplification functions Switzerland is a good laboratory in which different techniques to map amplification can be tested and compared highlighting the advantages and limitations.
    Language: English
    Type: info:eu-repo/semantics/conferenceObject
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  • 2
    Publication Date: 2023-05-04
    Language: English
    Type: info:eu-repo/semantics/conferenceObject
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  • 3
    Publication Date: 2024-01-04
    Description: Earthquake ground-shaking recorded at the surface is influenced by local site conditions. At stiff sites and for small ground motions, this soil response behaves linearly, at soft sites and for larger ground motions, however, the site effects starts to become nonlinear. The complex phenomena of nonlinear site-amplification remain a challenge in seismic hazard assessment, mainly because there are still few recorded observations. In this study we use the comprehensive Japanese KiK-net network to systematically capture the empirical effects of nonlinear soil response. Here the nonlinear soil-response is measured in the stations’ surface-to-borehole ratios as the change in amplitude and shift in frequency between strong-motion events and the linear site-response. We then derive station-specific parameters for nonlinearity using the measurements for each station and explore the correlation between the station nonlinearity and a selection of geotechnical and geological parameters. Our results show that finding site parameters suitable for predicting nonlinear site-effects remain challenging as the nonlinear soil-behavior is largely site specific.
    Language: English
    Type: info:eu-repo/semantics/conferenceObject
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