Vincent Perron

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Perron

First Name

Vincent

ORCID

0000-0003-0283-7843

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Publications 1 - 10 of 38

On the correlation between earthquake coda horizontal-to-vertical spectral ratios and amplification functions at the KiK-net network
Panzera, Francesco; Bergamo, Paolo; Perron, Vincent; et al. (2022)
Frontiers in Earth Science
The Japanese KiK-net network comprises about 700 stations spread across the whole territory of Japan. For most of the stations, VP and VS profiles were measured down to the bottom borehole station. Using the vast dataset of earthquake recordings from 1997 to 2020 at a subset of 428 seismic stations, we compute the horizontal-to-vertical spectral ratio of earthquake coda, the S-wave surface-to-borehole spectral ratio, and the equivalent outcropping S-wave amplification function. The de facto equivalence of the horizontal-to-vertical spectral ratio of earthquake coda and ambient vibration is assessed on a homologous Swiss dataset. Based on that, we applied the canonical correlation analysis between amplification information and the horizontal-to-vertical spectral ratio of earthquake coda across all KiK-net sites. The aim of the correlation is to test a strategy to predict local earthquake amplification basing the inference on site condition indicators and single-station ambient vibration recordings. Once the correlation between frequency-dependent amplification factors and amplitudes of horizontal-to-vertical coda spectral ratios is defined, we predict amplification at each site in the selected KiK-net dataset with a leave-one-out cross-validation approach. In particular, for each site, three rounds of predictions are performed, using as prediction target the surface-to-borehole spectral ratio, the equivalent of a standard spectral ratio referred to the local bedrock and to a common Japanese reference rock profile. From our analysis, the most effective prediction is obtained when standard spectral ratios referred to local bedrock and the horizontal-to-vertical spectral ratio of earthquake coda are used, whereas a strong mismatch is obtained when standard spectral ratios are referred to a common reference. We ascribe this effect to the fact that, differently from amplification functions referred to a common reference, horizontal-to-vertical spectral ratios are fully site-dependent and then their peak amplitude is influenced by the local velocity contrast between bedrock and overlying sediments. Therefore, to reduce this discrepancy, we add in the canonical correlation as a site proxy the inferred velocity of the bedrock, which improves the final prediction.
Preliminary results of estimating the non-linear site response in the Lucerne area
Janusz, Paulina; Bonilla, Luis Fabian; Perron, Vincent; et al. (2022)
Abstract Volume 20th Swiss Geoscience Meeting
Modello di amplificazione sismica per la Svizzera basato su indicatori di condizione di sito e sulla risposta sismica locale misurata alle stazioni sismiche
Bergamo, Paolo; Panzera, Francesco; Cauzzi, Carlo Virgilio; et al. (2022)
Atti del 40° Convegno Nazionale
Quantification of Distributed Acoustic Sensing Data Fidelity
Edme, Pascal; Paitz, Patrick; Nap, Ana; et al. (2020)
AGU Fall Meeting Abstracts
Erneuerung des Starkbebennetzwerks in der Schweiz (2009‐2023) - Abschlussbericht
Fäh, Donat; Duvernay, Blaise; Michel, Clotaire; et al. (2024)
Mit seinem Beschluss vom 18. Februar 2009 hat der Bundesrat den Antrag für die Erneuerung des Starkbebennetzes der Schweiz (Phase 1) gutgeheissen und deren Realisierung in Auftrag gegeben. Das Projekt umfasst in dieser ersten Phase (2009‐2013) die Installation und Inbetriebnahme von 30 modernen Erdbebenstationen. Diese sollen in erster Linie bestehende Lücken in der nationalen Überwachung schliessen. Dabei wurden alte Stationen teilweise ersetzt, aber auch neue Standorte realisiert. Im Rahmen des Projektes wurden neue Standards für die Installation von Starkbebenstationen definiert. Aufgrund der erfolgreichen ersten Phase hat der Bundesrat mit seinem Beschluss vom 30. Januar 2013 der Realisierung der zweiten Phase der Erneuerung des Starkbebenmessnetzes (2013‐2023) zugestimmt. In dieser zweiten Phase werden 70 Starkbebenmessstationen gebaut, davon vier Bohrlochinstallationen. Abbildung 1 gibt einen Überblick über die 100 Starkbebenstationen, die in den Phasen 1 und 2 installiert wurden. Beide Projektphasen wurden von einer Steuerungsgruppe unter der Leitung des Bundesamts für Umwelt (BAFU) begleitet. Für alle installierten Stationen wurde eine Standortcharakterisierung durchgeführt. Dabei kamen Ein‐Stations‐Methoden der seismischen Bodenunruhe, passive Arraymessungen und aktive seismische Messungen zum Einsatz. An Standorten mit besonderen Bodeneigenschaften, die bei Erdbeben zu nichtlinearem Materialverhalten oder Bodenverflüssigung neigen, wurden CPT‐ Messungen durchgeführt. Die Standortcharakterisierung wurde für jeden Standort in einem Bericht zusammengefasst. Die Messdaten und Auswertungen wurden in einer Datenbank gespeichert. Eine Beschreibung der Standorte und die Berichte zur Standortcharakterisierung sowie die Erdbebenaufzeichnungen der Starkbebenstationen sind auf den Webseiten des Schweizerischen Erdbebendienstes zugänglich.
Statistic of the earthquake’s site response: determination of the minimum number of earthquakes
Perron, Vincent; Bergamo, Paolo; Danciu, Laurentiu; et al. (2020)
Empirical amplification model for the city of Lucerne, Switzerland
Janusz, Paulina; Perron, Vincent; Knellwolf, Christoph; et al. (2021)
37th General Assembly of the European Seismological Commission (ESC 2021). Book of Abstracts
Can broad-band earthquake site responses be predicted by the ambient noise spectral ratio? Insight from observations at two sedimentary basins
Perron, Vincent; Gélis, Céline; Froment, Bérénice; et al. (2018)
Geophysical Journal International
Site-effect assessments performed through earthquake-based approaches, such as the standard spectral ratio (SSR), require good quality records of numerous earthquakes. In contrast, the use of ambient noise appears to be an attractive solution for ease and rapid computation of site responses with sufficient spatial resolution (microzonation), especially in low seismicity areas. Two main approaches are tested here: the horizontal-to-vertical spectral ratio (HVSR) and the noise-based SSR (SSRn). The HVSR uses the relative amplitude of the horizontal and vertical components of the ambient noise. Instead, the SSRn defines the spectral ratio between the seismic noise recorded simultaneously at a site and at a rock reference station, similar to earthquake-based SSR. While the HVSR is currently used in hundreds of site-specific studies, the SSRn approach has been gradually abandoned since the 1990s. In this study, we compare the results obtain from these two approaches with those of earthquake-based SSR. This comparison is carried out for two sedimentary basins, in Provence (southeastern France) and in Argostoli (western Greece). In agreement with the literature, the HVSR does not provide more than the fundamental resonance frequency of the site (f0). The SSRn leads to overestimation of the SSR amplification factors for frequencies higher than the minimal f0 of the basin (f0min). This discrepancy between SSRn and SSR is discussed, and appears to be mainly dependent on the local geological configuration. We thus introduce the hybrid standard spectral ratio (SSRh) approach, which aims to improve upon the SSRn by adding an intermediate station inside the basin for which the SSR is known. This station is used in turn as a local reference inside the basin for the SSRn computation. The SSRh provides site transfer functions very similar to those of the SSR, in a broad frequency range. Based on these results, the SSRn (or SSRh) should be further tested and should receive renewed attention for microzonation inside sedimentary basins.
On the use of Distributed Acoustic Sensing for seismic divergence and curl estimations
Edme, Pascal; Paitz, Patrick; Sollberger, David; et al. (2021)
EGUsphere
Distributed Acoustic Sensing (DAS) is becoming an established tool for seismological and geophysical applications. DAS is based on Rayleigh scattering of light pulses conveyed in fibre optic cables, enabling unprecedented strain rate measurements over kilometers with spatial resolution of less than a meter. The low cost, logistically easy deployment, and the broadband sensitivity make it a very attractive technology to investigate an increasing number of man-made or natural phenomena. One key restriction however is that DAS collects axial strain rate instead of the vector of ground motion, resulting in a poor sensitivity to broadside events like (at the surface) vertically incident waves or surface waves impinging perpendicular to the cable. Helically wound cables partially mitigate the issue but still do not provide omni-directional response as the typical vertical component of seismometers or geophones. The present study is about the potential of using unconventional DAS cable layouts to replace and/or complement traditional sensors. We investigate the possibility of estimating the divergence and the vertical rotational components of the wavefield from cables deployed in a square or circular shape. The impact of the size of the arrangement as well as that of the interrogation gauge length is discussed. Real data are shown and the results suggest that DAS has the potential to offer additional seismic component(s) useful for wave type identification and separation for example.
Towards Good Practice of Cable Layout for Surface Distributed Acoustic Sensing
Edme, Pascal; Paitz, Patrick; Nap, Ana; et al. (2020)

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Vincent Perron

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