Identification of accelerometric stations in ITACA with distinctive features in their seismic response

AbstractIn this work, we analyze the records of the Italian strong motion database (ITACA, http://itaca.mi.ingv.it) with the aim of identifying stations affected by site effects that are not captured by standard seismic classification schemes. In particular, we consider four different site classifications, two of them based on geological/geophysical characteristics and two driven by data. For each classification we develop a ground motion prediction equation using a random effect approach to isolate the between-station and within-station distribution of errors. The site coefficients obtained for the different classes confirm that site amplification effects are significant for both the horizontal and vertical components. The between-station error normalized to the standard deviation of the between-station error distribution is then used to identify stations characterized by large errors, attributable to site effects not accounted for by the classification schemes. The results show that large errors can affect the predictions when the site effects are not uniquely related to the reduction of the seismic impedance in the uppermost layers. For example, amplifications of ground motion over the long period range are observed for stations installed within alluvial closed-shape basins, as consequence of locally generated surface waves. For these stations, classifications based on the horizontal to vertical response spectra ratio are not reliable, since amplifications are also affecting the vertical component. Another interesting feature which emerges from the analysis is the significant de-amplification of short period spectral ordinates that seems to be related to stations typically set in at the foundation level of massive structures. To increase the usefulness of the data set, the most important distinctive features of the strong motion stations are documented in the ITACA database reports containing the instrument information and the available geological-geotechnical data.

[1]  Francesca Pacor,et al.  Site Amplifications Observed in the Gubbio Basin, Central Italy: Hints for Lateral Propagation Effects , 2009 .

[2]  Vittorio Ruggiero,et al.  Can Seismic Waves Be Trapped inside an Inactive Fault Zone? The Case Study of Nocera Umbra, Central Italy , 2002 .

[3]  Julian J. Bommer,et al.  Sigma: Issues, Insights, and Challenges , 2009 .

[4]  D. Hatzfeld,et al.  Observations of hard-rock site effects , 1984 .

[5]  J. Douglas,et al.  Equations for the Estimation of Strong Ground Motions from Shallow Crustal Earthquakes Using Data from Europe and the Middle East: Vertical Peak Ground Acceleration and Spectral Acceleration , 2005 .

[6]  Lucia Luzi,et al.  ITACA (ITalian ACcelerometric Archive): A Web Portal for the Dissemination of Italian Strong-motion Data , 2008 .

[7]  P. Bragato Limits for the Improvement of Ground-Motion Relations in Europe and the Middle East by Accounting for Site Effects , 2008 .

[8]  M. Romanelli,et al.  Short Note Site Effect of the Strong-Motion Site at Tolmezzo-Ambiesta Dam in Northeastern Italy , 2007 .

[9]  G. R. Toro,et al.  Model of Strong Ground Motions from Earthquakes in Central and Eastern North America: Best Estimates and Uncertainties , 1997 .

[10]  Lucia Luzi,et al.  Characteristics of strong ground motion data recorded in the Gubbio sedimentary basin (Central Italy) , 2007 .

[11]  Lalu Mansinha,et al.  Localization of the complex spectrum: the S transform , 1996, IEEE Trans. Signal Process..

[12]  Giovanna Cultrera,et al.  Azimuth‐dependent amplification of weak and strong ground motions within a fault zone (Nocera Umbra, central Italy) , 2003 .

[13]  H. Thio,et al.  Attenuation Relations of Strong Ground Motion in Japan Using Site Classification Based on Predominant Period , 2006 .

[14]  Antonio Pugliese,et al.  Attenuation of peak horizontal acceleration and velocity from italian strong-motion records , 1987 .

[15]  L. Luzi,et al.  Site effects observed in alluvial basins: the case of Norcia (Central Italy) , 2011 .

[16]  Roberto Paolucci,et al.  Amplification of earthquake ground motion by steep topographic irregularities , 2002 .

[17]  R. Puglia,et al.  Surface wave surveys for seismic site characterization of accelerometric stations in ITACA , 2011 .

[18]  J. Douglas,et al.  Internet site for European strong-motion data , 2004 .

[19]  Lucia Luzi,et al.  Site Response of Strong Motion Stations in the Umbria, Central Italy, Region , 2004 .

[20]  J. Douglas,et al.  Equations for the Estimation of Strong Ground Motions from Shallow Crustal Earthquakes Using Data from Europe and the Middle East: Horizontal Peak Ground Acceleration and Spectral Acceleration , 2005 .

[21]  M. Massa,et al.  An Experimental Approach for Estimating Seismic Amplification Effects at the Top of a Ridge, and the Implication for Ground-Motion Predictions: The Case of Narni, Central Italy , 2010 .

[22]  F. Sabetta,et al.  Estimation of response spectra and simulation of nonstationary earthquake ground motions , 1996, Bulletin of the Seismological Society of America.

[23]  J. Douglas Earthquake ground motion estimation using strong-motion records: a review of equations for the estimation of peak ground acceleration and response spectral ordinates , 2003 .

[24]  P. Bragato Assessing Regional and Site-Dependent Variability of Ground Motions for ShakeMap Implementation in Italy , 2009 .

[25]  G. Atkinson,et al.  Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .

[26]  Lucia Luzi,et al.  Ground-Motion Predictions from Empirical Attenuation Relationships versus Recorded Data: The Case of the 1997–1998 Umbria-Marche, Central Italy, Strong-Motion Data Set , 2006 .

[27]  Pierre-Yves Bard,et al.  THE EFFECT OF TOPOGRAPHY ON EARTHQUAKE GROUND MOTION: A REVIEW AND NEW RESULTS , 1988 .

[28]  Jonathan P. Stewart,et al.  Variations between Foundation-Level and Free-Field Earthquake Ground Motions , 2000 .

[29]  D. Bindi,et al.  Interevent and Interstation Variability Computed for the Italian Accelerometric Archive (ITACA) , 2009 .

[30]  N. A. Abrahamson,et al.  A stable algorithm for regression analyses using the random effects model , 1992, Bulletin of the Seismological Society of America.

[31]  Roberto Paolucci,et al.  Comparison of 3D, 2D and 1D numerical approaches to predict long period earthquake ground motion in the Gubbio plain, Central Italy , 2011 .

[32]  Julian J. Bommer,et al.  The Variability of Ground-Motion Prediction Models and Its Components , 2010 .

[33]  Estimation of topographical effects at Narni ridge (Central Italy): comparisons between experimental results and numerical modelling , 2011 .

[34]  Francesca Pacor,et al.  Geotechnical Site Characterisation in the Umbria-Marche Area and Evaluation of Earthquake Site-Response , 2005 .