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    Chapter

    Challenges Ahead for Nuclear Facility Site-Specific Seismic Hazard Assessment in France: The Alternative Energies and the Atomic Energy Commission (CEA) Vision

    Seismic analysis in the context of nuclear safety in France is currently guided by a pure deterministic approach based on Basic Safety Rule (Règle Fondamentale de Sûreté) RFS 2001-01 for seismic hazard assessment...

    C. Berge-Thierry, F. Hollender in Best Practices in Physics-based Fault Rupt… (2018)

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    Article

    Challenges Ahead for Nuclear Facility Site-Specific Seismic Hazard Assessment in France: The Alternative Energies and the Atomic Energy Commission (CEA) Vision

    Seismic analysis in the context of nuclear safety in France is currently guided by a pure deterministic approach based on Basic Safety Rule (Règle Fondamentale de Sûreté) RFS 2001-01 for seismic hazard assessment...

    C. Berge-Thierry, F. Hollender, C. Guyonnet-Benaize in Pure and Applied Geophysics (2017)

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    Article

    Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5 %-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset

    This article presents a set of Ground-Motion Prediction Equations (GMPEs) for Europe and the Middle East, derived from the RESORCE strong motion data bank, following a standard regression approach. The paramet...

    D. Bindi, M. Massa, L. Luzi, G. Ameri, F. Pacor in Bulletin of Earthquake Engineering (2014)

  4. Article

    Erratum to: Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5 %-damped PSA at spectral periods up to 3.0 s using the RESORCE dataset

    D. Bindi, M. Massa, L. Luzi, G. Ameri, F. Pacor in Bulletin of Earthquake Engineering (2014)

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    Article

    Ground motion prediction equations derived from the Italian strong motion database

    We present a set of ground motion prediction equations (GMPEs) derived for the geometrical mean of the horizontal components and the vertical, considering the latest release of the strong motion database for I...

    D. Bindi, F. Pacor, L. Luzi, R. Puglia, M. Massa in Bulletin of Earthquake Engineering (2011)

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    Article

    Site effects “on the rock”: the case of Castelvecchio Subequo (L’Aquila, central Italy)

    The April 6, 2009 L’Aquila earthquake was responsible for an “anomalous”, relatively high degree of damage (i.e. Is 7 MCS scale) at Castelvecchio Subequo (CS). Indeed, the village is located at source-to-site ...

    S. Marzorati, C. Ladina, E. Falcucci, S. Gori in Bulletin of Earthquake Engineering (2011)

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    Article

    Evaluation of site effects in the Aterno river valley (Central Italy) from aftershocks of the 2009 L’Aquila earthquake

    A temporary network of 33 seismic stations was deployed in the area struck by the 6th April 2009, Mw 6.1 (Scognamiglio et al. in Seism Res Lett 6/81, 2010), L’Aquila earthquake (central Italy), with the aim to in...

    F. Bergamaschi, G. Cultrera, L. Luzi, R. M. Azzara in Bulletin of Earthquake Engineering (2011)

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    Article

    Separation of source and site effects by generalized inversion technique using the aftershock recordings of the 2009 L’Aquila earthquake

    We exploit S-wave spectral amplitudes from 112 aftershocks (3.0 ≤ ML ≤ 5.3) of the L’Aquila 2009 seismic sequence recorded at 23 temporary stations in the epicentral area to estimate the source parameters of thes...

    G. Ameri, A. Oth, M. Pilz, D. Bindi, S. Parolai in Bulletin of Earthquake Engineering (2011)

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    Chapter

    Record Processing in ITACA, the New Italian Strong-Motion Database

    The development of the new Italian strong-motion database ITACA (ITalian AC-celerometric Archive, http://itaca.mi.ingv.it) has been performed under the sponsorship of the National Department of Civil Protectio...

    R. Paolucci, F. Pacor, R. Puglia, G. Ameri in Earthquake Data in Engineering Seismology (2011)