A Computer-Based Environment for Processing and Selection of Seismic Ground Motion Records: OPENSIGNAL

A new computer-based platform has been proposed whose novelty consists in modeling the local site effects of the ground motion propagation using a hybrid approach based on an equivalent linear model. The soil behavior is modeled assuming that both the shear modulus and the damping ratio vary with the shear strain amplitude. So the hysteretic behavior of the soil is described using the shear modulus degradation and damping ratio curves. In addition, another originality of the proposed system architecture consists in the evaluation of the Conditional Mean Spectrum (CMS) on the entire Italian territory automatically, knowing the geographical coordinates. The computer-based platform based on signal processing has been developed using a modular programming approach, to enable the selection and the processing of earthquake ground motion records. The proposed computer-based platform combines in unified environment different features such as: (i) selection of ground motion records using both spectral and waveform matching, (ii) signal processing, (iii) response spectra analysis, (iv) soil response analysis etc. The computer-based platform OPENSIGNAL is freely available for the general public at http://areeweb.polito.it/ricerca/ICRED/Software/OpenSignal.php.

[1]  Jack W. Baker,et al.  Conditional Mean Spectrum: Tool for Ground-Motion Selection , 2011 .

[2]  J. Baker,et al.  Correlation of Spectral Acceleration Values from NGA Ground Motion Models , 2008 .

[3]  J. Baker,et al.  Spectral shape, epsilon and record selection , 2006 .

[4]  A. Fourie,et al.  Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction , 1986 .

[5]  Gian Paolo Cimellaro,et al.  Fragility Analysis and Seismic Record Selection , 2011 .

[6]  BrianS-J. Chiou,et al.  An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .

[7]  Julian J. Bommer,et al.  Processing of strong-motion accelerograms: needs, options and consequences , 2005 .

[8]  DEVELOPMENT OF PROBABILISTIC SEISMIC HAZARD MAP OF INDIA FINAL REPORT , 2010 .

[9]  Youssef M A Hashash,et al.  Viscous damping formulation and high frequency motion propagation in non-linear site response analysis , 2002 .

[10]  P. Bazzurro,et al.  Disaggregation of Probabilistic Ground-Motion Hazard in Italy , 2009 .

[11]  J. Bommer,et al.  PREDICTION OF HORIZONTAL RESPONSE SPECTRA IN EUROPE , 1996 .

[12]  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 .

[13]  Anastasios G. Sextos,et al.  ISSARS: An integrated software environment for structure-specific earthquake ground motion selection , 2013, Adv. Eng. Softw..

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

[15]  Iunio Iervolino,et al.  REXEL: computer aided record selection for code-based seismic structural analysis , 2010 .

[16]  Mirko Corigliano,et al.  ASCONA: Automated Selection of COmpatible Natural Accelerograms , 2012 .

[17]  R. Boroschek,et al.  Strong Ground Motion Attenuation Relations for Chilean Subduction Zone Interface Earthquakes , 2012 .

[18]  David M. Boore,et al.  TSPP; a collection of FORTRAN programs for processing and manipulating time series , 2008 .

[19]  Gian Paolo Cimellaro Correlation in spectral accelerations for earthquakes in Europe , 2013 .

[20]  Reginald DesRoches,et al.  Sensitivity of Seismic Response and Fragility to Parameter Uncertainty , 2007 .

[21]  K. Campbell,et al.  NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .