Philippe Guéguen

ORCID: 0000-0001-6362-0694
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About
Contact & Profiles
Research Areas
  • Seismic Performance and Analysis
  • Structural Health Monitoring Techniques
  • Seismic Waves and Analysis
  • earthquake and tectonic studies
  • Structural Engineering and Vibration Analysis
  • Seismology and Earthquake Studies
  • Wind and Air Flow Studies
  • Seismic Imaging and Inversion Techniques
  • Earthquake Detection and Analysis
  • Geophysics and Sensor Technology
  • Landslides and related hazards
  • Masonry and Concrete Structural Analysis
  • Geological and Geophysical Studies Worldwide
  • Geotechnical Engineering and Underground Structures
  • Geological Modeling and Analysis
  • Infrastructure Maintenance and Monitoring
  • Structural Response to Dynamic Loads
  • Disaster Management and Resilience
  • 3D Surveying and Cultural Heritage
  • Concrete Corrosion and Durability
  • Advanced Fiber Optic Sensors
  • Structural Analysis of Composite Materials
  • Acoustic Wave Phenomena Research
  • Agriculture and Rural Development Research
  • Insurance and Financial Risk Management

Université Savoie Mont Blanc
2016-2024

Université Grenoble Alpes
2015-2024

Institut des Sciences de la Terre
2015-2024

Université Gustave Eiffel
2015-2024

Institut de Recherche pour le Développement
2013-2024

Centre National de la Recherche Scientifique
2015-2024

Centre Hospitalier Universitaire de Grenoble
2023

Brigade des Sapeurs Pompiers de Paris
2016

Université Joseph Fourier
2007-2016

Institut Français
2014

Abstract We explore the thesis that resonances in trees result forests acting as locally resonant metamaterials for Rayleigh surface waves geophysics context. A geophysical experiment demonstrates a wave, propagating soft sedimentary soil at frequencies lower than 150 Hz, experiences strong attenuation, when interacting with forest, over two separate large frequency bands. This is interpreted using finite element simulations demonstrate observed attenuation due to bandgaps are arranged...

10.1038/srep19238 article EN cc-by Scientific Reports 2016-01-11

Research Article| June 08, 2016 The Engineering Strong‐Motion Database: A Platform to Access Pan‐European Accelerometric Data Lucia Luzi; Luzi aIstituto Nazionale di Geofisica e Vulcanologia (INGV), via Corti 12, 20133 Milan, Italylucia.luzi@ingv.itrodolfo.puglia@ingv.itmaria.damico@ingv.itchiara.felicetta@ingv.itfrancesca.pacor@ingv.itgiovanni.lanzano@ingv.it Search for other works by this author on: GSW Google Scholar Rodolfo Puglia; Puglia Emiliano Russo; Russo bIstituto Vigna Murata 605,...

10.1785/0220150278 article EN Seismological Research Letters 2016-06-08

Assessing post-seismic damage on an urban/regional scale remains relatively difficult owing to the significant amount of time and resources required acquire information conduct a building-by-building seismic assessment. However, application new methods based artificial intelligence, combined with increasingly systematic availability field surveys damage, has provided perspectives for This study analyzes effectiveness relevance number machine learning techniques analyzing spatially...

10.1177/87552930221106495 article EN cc-by Earthquake Spectra 2022-07-21

Recent destructive earthquakes have confirmed the importance of hazard and vulnerability studies to predict prevent impact large seisms. Most seismic risk analysis considers buildings as a passive constituent integrated into analysis. This approach neglects possible contribution building vibration free field. article describes an site-city effects, that is, interaction city with soft soil layers. An analytic method derived from soil-structure is described applied Roma Norte zone Mexico City....

10.1785/0120000306 article EN Bulletin of the Seismological Society of America 2002-03-01

In countries with a moderate seismic hazard, the classical methods developed for strong motion prone to estimate behaviour and subsequent vulnerability of existing buildings are often inadequate not financially realistic. The main goals this paper show how modal analysis can contribute understanding building response good relevancy model based on ambient vibrations estimating structural deformation under earthquakes. We describe application an enhanced technique (Frequency Domain...

10.1002/eqe.948 article EN Earthquake Engineering & Structural Dynamics 2009-08-18

We investigate recordings from weak to moderate earthquakes, with magnitudes ranging between about 3 and 5, recorded by the French Accelerometric Network. S-wave spectra are modelled as a product of source, propagation site terms. Inverting large data sets multiple earthquakes at stations allows us separate three contributions. Source parameters such moment magnitude, corner frequency stress drop estimated for each earthquake. provide first complete homogeneous catalogue France, events...

10.1111/j.1365-246x.2010.04626.x article EN Geophysical Journal International 2010-05-11

The analysis of strong and weak motion recordings in existing structures is critical for understanding both the damaging process during earthquakes their structural behavior. time—frequency representation one methods to get information on frequency variations buildings, which may indicate either damage or degradation. In this article, we use standard with amplitude normalization reassignment method order observe smaller earthquake buildings. used article first validated from R. Millikan...

10.1177/1475921709352146 article EN Structural Health Monitoring 2009-12-04

Ground-motion prediction equations (GMPE) are essential in probabilistic seismic hazard studies for estimating the ground motions generated by sources. In low seismicity regions, only weak available lifetime of accelerometric networks, and selected usually models established from foreign data. Although most ground-motion have been developed magnitudes 5 above, minimum magnitude often used regions is smaller. Desaggregations shown that, at return periods engineering interest, lower than can...

10.1785/0120110271 article EN Bulletin of the Seismological Society of America 2012-10-01

A potentially unstable limestone column (∼1000 m3, Vercors, French Alps) delineated by an open rear fracture was continuously instrumented with two three-component seismic sensors from mid-May 2009 to mid-October 2011. Spectral analysis of noise allowed several resonance frequencies be determined, ranging 6 21 Hz. The frequency domain decomposition (FDD) technique applied the ambient vibrations recorded on top rock column. Three vibration modes were identified at 6, 7.5 and 9 Hz, describing...

10.1093/gji/ggt046 article EN Geophysical Journal International 2013-05-09

Research Article| January 15, 2019 Monitoring Coseismic Temporal Changes of Shallow Material during Strong Ground Motion with Interferometry and Autocorrelation Luis Fabian Bonilla; Bonilla aDépartement GERS, Laboratoire Séismes et Vibrations, Université Paris Est – IFSTTAR, 14‐20 Boulevard Newton, Cité Descartes, 77447 Marne‐la‐Vallée, Cedex 2, France, fabian.bonilla@ifsttar.fr Search for other works by this author on: GSW Google Scholar Philippe Guéguen; Guéguen bInstitut des Sciences de...

10.1785/0120180092 article EN Bulletin of the Seismological Society of America 2019-01-15

Research Article| January 01, 2008 The French Accelerometric Network (RAP) and National Data Centre (RAP-NDC) Catherine Péquegnat; Péquegnat Maison des Géoscience, BP 53 38041 Grenoble cedex 9, France pequegna@obs.ujf-grenoble.fr (C.P.) 1Laboratoire de Géophysique Interne et Tectonophysique(LGIT) 2Centre la Recherche Scientifique (CNRS) Search for other works by this author on: GSW Google Scholar Philippe Guéguen; Guéguen 3Bridges Highways Central Laboratory (LCPC) 4Université Joseph Fourier...

10.1785/gssrl.79.1.79 article EN Seismological Research Letters 2008-01-01

Abstract We analyze the nonlinear and near‐surface geological effects of two Network for Earthquake Engineering Simulation at University California, Santa Barbara (NEES@UCSB) instrumented sites: Garner Valley Downhole Array (GVDA) Wildlife Liquefaction (WLA). The seismic interferometry by deconvolution method is applied to earthquake data recorded multisensor vertical array between January 2005 September 2013. Along cross section, local shear‐wave velocity extracted estimating travel time...

10.1785/0120140209 article EN Bulletin of the Seismological Society of America 2015-02-24

The characterization and monitoring of buildings is an issue that has attracted the interest many sectors over last two decades.With increasing use permanent, continuous real-time networks, ambient vibrations can provide a simple tool for identification dynamic building parameters.This study focused on long-term variation frequency damping in several buildings, using Random Decrement Technique (RDT).RDT provides fast, robust accurate analysis improves reliability measurements structural...

10.1785/0120120048 article EN Bulletin of the Seismological Society of America 2013-02-01

ABSTRACT Generalized inversion techniques (GITs) have become popular for determining seismological parameters (e.g., source, attenuation, and site response), particularly in low-to-moderate seismicity regions. Indeed, GITs can potentially provide reliable site-response estimates when a minimum number of recordings is available, as well valuable information about source regional attenuation characteristics. Significant advances been made on which different approaches hypotheses were...

10.1785/0120210242 article EN Bulletin of the Seismological Society of America 2022-02-01

Understanding rupture mechanisms, seismicity propagation, distribution, and migration after a major earthquake relies on the quality of catalogs, particularly their detection capabilities, location accuracy, magnitude completeness. On February 27, 2010, Mw 8.8 struck Maule region in south-central Chile, causing widespread damage substantial loss life. As largest well-instrumentally recorded this event offers unique opportunity to revisit an old dataset, refine aftershock sequence analysis,...

10.5194/egusphere-egu25-6874 preprint EN 2025-03-14

Earthquake building exposure models are descriptions of the type, monetary values and inhabitants existing in a determined geographical area. Building stock models, or aggregated summarize these key on regional level an established part risk assessment chain. They exist continental (e.g. ESRM20 Europe; SARA South America) global scale GEM Global Exposure Model; PAGER; GED4GEM). Such created from combination cadaster information, national statistics, built area proxies, census data and/or...

10.5194/egusphere-egu25-6138 preprint EN 2025-03-14

Seismic wave characteristics are influenced by several physical processes, including theearthquake source, geometrical effects such as topography, and local amplification phenomena.In urban environments, civil structures introduce an additional complexity in the wavefieldevolution. While earthquake engineers have traditionally regarded buildings passiverecipients of seismic waves, diverse seismological studies demonstrated that buildingclusters can significantly alter ground motion (e.g....

10.5194/egusphere-egu25-17608 preprint EN 2025-03-15
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