NGA-West2 Research Project

The NGA-West2 project is a large multidisciplinary, multi-year research program on the Next Generation Attenuation (NGA) models for shallow crustal earthquakes in active tectonic regions. The research project has been coordinated by the Pacific Earthquake Engineering Research Center (PEER), with extensive technical interactions among many individuals and organizations. NGA-West2 addresses several key issues in ground-motion seismic hazard, including updating the NGA database for a magnitude range of 3.0–7.9; updating NGA ground-motion prediction equations (GMPEs) for the “average” horizontal component; scaling response spectra for damping values other than 5%; quantifying the effects of directivity and directionality for horizontal ground motion; resolving discrepancies between the NGA and the National Earthquake Hazards Reduction Program (NEHRP) site amplification factors; analysis of epistemic uncertainty for NGA GMPEs; and developing GMPEs for vertical ground motion. This paper presents an overview of the NGA-West2 research program and its subprojects.

[1]  L. Knopoff,et al.  Is the sequence of earthquakes in Southern California, with aftershocks removed, Poissonian? , 1974, Bulletin of the Seismological Society of America.

[2]  Maurice S. Power,et al.  An Overview of the NGA Project , 2008 .

[3]  N. Abrahamson,et al.  Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .

[4]  Vitelmo V. Bertero,et al.  Engineering Characterization of Ground Motion , 2004 .

[5]  Linda Al Atik,et al.  Epistemic Uncertainty for NGA-West2 Models: , 2014 .

[6]  I. M. Idriss,et al.  Damping Scaling Factors for Vertical Elastic Response Spectra for Shallow Crustal Earthquakes in Active Tectonic Regions , 2014 .

[7]  Norman A. Abrahamson,et al.  Site-Specific Design Spectra for Vertical Ground Motion , 2011 .

[8]  Norman A. Abrahamson,et al.  Repeatable Source, Site, and Path Effects on the Standard Deviation for Empirical Ground-Motion Prediction Models , 2011 .

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

[10]  N. Abrahamson,et al.  Nonlinear Site Amplification Factors for Constraining the NGA Models , 2008 .

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

[12]  Norman A. Abrahamson,et al.  Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs , 2014 .

[13]  Jack W. Baker,et al.  NGA-West2 Models for Ground Motion Directionality , 2014 .

[14]  Norman A. Abrahamson,et al.  Summary of the ASK14 Ground Motion Relation for Active Crustal Regions , 2014 .

[15]  K. Campbell,et al.  NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra , 2014 .

[16]  Gail M. Atkinson,et al.  Observations on Regional Variability in Ground-Motion Amplitudes for Small-to-Moderate Earthquakes in North America , 2009 .

[17]  Jonathan P. Stewart,et al.  Comparison of NGA-West2 GMPEs , 2014 .

[18]  C. V. Anderson,et al.  The Federal Emergency Management Agency (FEMA) , 2002 .

[19]  Norman A. Abrahamson,et al.  Classification of Main Shocks and Aftershocks in the NGA-West2 Database , 2014 .

[20]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[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 .

[22]  Jonathan P. Stewart,et al.  Representation of Bidirectional Ground Motions for Design Spectra in Building Codes , 2011 .

[23]  Gail M. Atkinson,et al.  Modifications to Existing Ground-Motion Prediction Equations in Light of New Data , 2011 .

[24]  W. J. Hall,et al.  Earthquake spectra and design , 1982 .

[25]  K. Campbell,et al.  THE VERTICAL-TO-HORIZONTAL RESPONSE SPECTRAL RATIO AND TENTATIVE PROCEDURES FOR DEVELOPING SIMPLIFIED V/H AND VERTICAL DESIGN SPECTRA , 2004 .

[26]  Jonathan P. Stewart,et al.  Site effects in parametric ground motion models for the GEM-PEER Global GMPEs Project , 2012 .

[27]  Jack W. Baker,et al.  Final Report of the NGA-West2 Directivity Working Group , 2013 .

[28]  Robert R. Youngs,et al.  Update of the Chiou and Youngs NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2014 .

[29]  Jonathan P. Stewart,et al.  Semi-Empirical Nonlinear Site Amplification from NGA-West2 Data and Simulations , 2014 .

[30]  Jonathan P. Stewart,et al.  NGA-West2 Equations for Predicting PGA, PGV, and 5% Damped PSA for Shallow Crustal Earthquakes , 2014 .

[31]  I. M. Idriss An NGA-West2 Empirical Model for Estimating the Horizontal Spectral Values Generated by Shallow Crustal Earthquakes , 2014 .

[32]  D. Boore Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion , 2010 .

[33]  S. Harmsen,et al.  Implementation of NGA-West2 Ground Motion Models in the 2014 U.S. National Seismic Hazard Maps , 2014 .

[34]  Norman A. Abrahamson,et al.  Simulation-Based Hanging Wall Effects , 2014 .

[35]  Norman A. Abrahamson,et al.  Ground-Motion Attenuation Model for Small-To-Moderate Shallow Crustal Earthquakes in California and Its Implications on Regionalization of Ground-Motion Prediction Models , 2010 .

[36]  New Earthquake Classification Scheme for Mainshocks and Aftershocks in the NGA-West 2 Ground Motion Prediction Equations ( GMPEs ) , 2012 .

[37]  Praveen K. Malhotra,et al.  Smooth Spectra of Horizontal and Vertical Ground Motions , 2006 .

[38]  W. Silva,et al.  NGA-West2 Database , 2014 .

[39]  Norman A. Abrahamson,et al.  Damping Scaling Factors for Elastic Response Spectra for Shallow Crustal Earthquakes in Active Tectonic Regions: “Average” Horizontal Component , 2014 .