Erratum to: Site effect assessment using KiK-net data: part 2—site amplification prediction equation based on f0 and Vsz
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Pierre-Yves Bard | Etienne Bertrand | Anne-Marie Duval | Héloïse Cadet | A. Duval | P. Bard | H. Cadet | E. Bertrand
[1] Adrian Rodriguez-Marek,et al. Erratum to: Site effect assessment using KiK-net data: Part 1. A simple correction procedure for surface/downhole spectral ratios , 2011, Bulletin of Earthquake Engineering.
[2] N. Abrahamson,et al. Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .
[3] Matthias Ohrnberger,et al. Direct Inversion of Spatial Autocorrelation Curves with the Neighborhood Algorithm , 2005 .
[4] Pierre-Yves Bard,et al. Site characterizations for the Iranian strong motion network , 1999 .
[5] Wei Li,et al. Site Amplification and Attenuation via Downhole Array Seismogram Inversion: A Comparative Study of the 2003 Miyagi-Oki Aftershock Sequence , 2008 .
[6] R. Dobry,et al. Effect of Soil Plasticity on Cyclic Response , 1991 .
[7] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .
[8] Dino Bindi,et al. Spectral Analysis of K-NET and KiK-net Data in Japan, Part II: On Attenuation Characteristics, Source Spectra, and Site Response of Borehole and Surface Stations , 2011 .
[9] Mihailo D. Trifunac,et al. Should average shear-wave velocity in the top 30 m of soil be used to describe seismic amplification? , 2010 .
[10] Pierre-Yves Bard,et al. Defining a Standard Rock Site: Propositions Based on the KiK-net Database , 2010 .
[11] Robb E.S. Moss,et al. Quantifying Measurement Uncertainty of Thirty-Meter Shear-Wave Velocity , 2008 .
[12] Florence Renalier,et al. Caractérisation sismique de sites hétérogènes à partir de méthodes actives et passives : variations latérales et temporelles , 2010 .
[13] David M. Boore,et al. Simulation of Ground Motion Using the Stochastic Method , 2003 .
[14] Jian Zhang,et al. An Empirical Site-Classification Method for Strong-Motion Stations in Japan Using h/v Response Spectral Ratio , 2006 .
[15] Héloïse Cadet. Utilisation combinee des methodes basees sur le bruit de fond dans le cadre du microzonage sismique , 2007 .
[16] Pierre-Yves Bard,et al. Quantification of Frequency-Dependent Lengthening of Seismic Ground-Motion Duration due to Local Geology: Applications to the Volvi Area (Greece) , 2003 .
[17] Cécile Cornou,et al. Site‐to‐bedrock over 1D transfer function ratio: An indicator of the proportion of edge‐generated surface waves? , 2003 .
[18] N. Theodulidis,et al. Empirical evaluation of microtremor H/V spectral ratio , 2008 .
[19] N. Abrahamson,et al. Nonlinear Site Amplification Factors for Constraining the NGA Models , 2008 .
[20] Takaji Kokusho,et al. Surface-to-base amplification evaluated from KiK-net vertical array strong motion records , 2008 .
[21] Dino Bindi,et al. Spectral Analysis of K-NET and KiK-net Data in Japan, Part I: Database Compilation and Peculiarities , 2011 .
[22] T. Ohmachi,et al. Ground Motion Characteristics Estimated from Spectral Ratio between Horizontal and Verticcl Components of Mietremors. , 1997 .
[23] Paolo Bazzurro,et al. Site- And Soil-specific PSHA For NonlinearSoil Sites , 1970 .
[24] Maurice S. Power,et al. An Overview of the NGA Project , 2008 .
[25] Anne-Marie Duval,et al. A Shear Wave Velocity Study Based on the Kik-net Borehole Data: A Short Note , 2009 .
[26] Frank Scherbaum,et al. On the Discrepancy of Recent European Ground-Motion Observations and Predictions from Empirical Models: Analysis of KiK-net Accelerometric Data and Point-Sources Stochastic Simulations , 2008 .
[27] Технология. Springer Science+Business Media , 2013 .
[28] Pierre-Yves Bard,et al. The seismic response of sediment-filled valleys. Part 2. The case of incident P and SV waves , 1980 .
[29] Kuvvet Atakan,et al. Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings , 2008 .
[30] Paolo Bazzurro,et al. Probabilistic seismic demand analysis , 1998 .
[31] Francisco J. Chávez-García,et al. Site effect evaluation using spectral ratios with only one station , 1993, Bulletin of the Seismological Society of America.
[32] Maria Rosaria Gallipoli,et al. Comparison between VS30 and other estimates of site amplification in Italy , 2006 .
[33] Donat Fäh,et al. From Non-invasive Site Characterization to Site Amplification: Recent Advances in the Use of Ambient Vibration Measurements , 2010 .
[34] Gail M. Atkinson,et al. Probabilistic Characterization of Spatially Correlated Response Spectra for Earthquakes in Japan , 2009 .
[35] Matthias Ohrnberger,et al. Surface-wave inversion using a direct search algorithm and its application to ambient vibration measurements , 2004 .
[36] M. Fardis,et al. Designer's guide to EN 1998-1 and en 1998-5 Eurocode 8: Design of structures for earthquake resistance; general rules, seismic actions, design rules for buildings, foundations and retaining structures/ M.Fardis[et al.] , 2005 .
[37] Roger D. Borcherdt,et al. Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification) , 1994 .
[38] Pierre-Yves Bard,et al. EUROCODE 8 DESIGN RESPONSE SPECTRA EVALUATION USING THE K-NET JAPANESE DATABASE , 2005 .
[39] Kuvvet Atakan,et al. Influence of instruments on the H/V spectral ratios of ambient vibrations , 2008 .
[40] Y Nakamura,et al. A METHOD FOR DYNAMIC CHARACTERISTICS ESTIMATION OF SUBSURFACE USING MICROTREMOR ON THE GROUND SURFACE , 1989 .
[41] Silvia Castellaro,et al. Vs30: Proxy for Seismic Amplification? , 2008 .