Published May 7, 2024
| Version v1
Conference paper
Non-linear site response: a focus of thick sedimentary deposits. Learnings from Japanese strong motion recordings
Contributors
Others:
- Institut des Sciences de la Terre (ISTerre) ; Institut de Recherche pour le Développement (IRD)-Institut national des sciences de l'Univers (INSU - CNRS)-Université Savoie Mont Blanc (USMB [Université de Savoie] [Université de Chambéry])-Centre National de la Recherche Scientifique (CNRS)-Université Gustave Eiffel-Université Grenoble Alpes (UGA)
- Disaster Prevention Research Institute (DPRI) ; Kyoto University
- Université de Tlemcen
- Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement - Direction Méditerranée (Cerema Direction Méditerranée) ; Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement (Cerema)
- Géoazur (GEOAZUR 7329) ; Institut national des sciences de l'Univers (INSU - CNRS)-Observatoire de la Côte d'Azur ; Université Côte d'Azur (UniCA)-Université Côte d'Azur (UniCA)-Centre National de la Recherche Scientifique (CNRS)-Institut de Recherche pour le Développement (IRD [France-Sud])
- Réponse des sols, sites et structures aux sollicitations dynamiques - séismes et vibrations (REPSODY) ; Centre d'Etudes et d'Expertise sur les Risques, l'Environnement, la Mobilité et l'Aménagement (Cerema)
- Japanese Geotechnical Society
- Earthquake Geotechnical Engineering and Associated Problems
Description
This contribution presents a statistical analysis of the non-linear behavior that can be detected on strong motionrecordings obtained on thick Japanese sedimentary sites from the KiK-net and K-NET networks, and presents acomparison with other site types, with thinner deposits and/or higher fundamental frequencies. The non-linear effects are quantified by comparing various kinds of site-response characteristics (surface-to-borehole spectral ratios, H/V spectral ratios) for moderate to large motion to their weak motion counterparts. While a non-linear behavior can be detected on thick and thin sites as well, thick sites do not exhibit any peculiar high-frequency reduction. Moreover, from a qualitative viewpoint, the distribution of velocity profiles for sites with very large PGA (above 0.4 g) is similar to the distribution for all strong motion sites in Japan, without any bias towards stiff or shallow sites. The inconsistency of such results with the high frequency decrease predicted by most non-linear simulations warns on the caution to use non-linear degradation curves at large depths, or frequency independent damping.
Abstract
International audienceAdditional details
Identifiers
- URL
- https://hal.science/hal-04519216
- URN
- urn:oai:HAL:hal-04519216v2
Origin repository
- Origin repository
- UNICA