New ground-motion prediction equations for significant duration of subduction intraslab and interface earthquakes in Japan

[1]  John X. Zhao,et al.  A Ground-Motion Prediction Equation for the Western and the Southwestern Parts of China Based on Local Strong-Motion Records and an Overseas Reference Model for the Vertical Component , 2021, Bulletin of the Seismological Society of America.

[2]  E. Reinoso,et al.  Strong-motion duration predictive models from subduction interface earthquakes recorded in the hill zone of the Valley of Mexico , 2021 .

[3]  R. Green,et al.  Ground motion prediction equations for significant duration using the KiK-net database , 2021 .

[4]  M. Jaimes,et al.  Ground-Motion Duration Prediction Model from Recorded Mexican Interplate and Intermediate-Depth Intraslab Earthquakes , 2020 .

[5]  A. Rodriguez-Marek,et al.  An updated database for ground motion parameters for KiK-net records , 2020 .

[6]  A. Elghazouli,et al.  The role of ground motion duration and pulse effects in the collapse of ductile systems , 2020, Earthquake Engineering & Structural Dynamics.

[7]  John Douglas,et al.  Modelling the spatial correlation of earthquake ground motion: Insights from the literature, data from the 2016–2017 Central Italy earthquake sequence and ground-motion simulations , 2020, Earth-Science Reviews.

[8]  A. Elghazouli,et al.  Seismic collapse capacity assessment of SDOF systems incorporating duration and instability effects , 2020, Bulletin of Earthquake Engineering.

[9]  W. Du,et al.  Influence of earthquake duration on structural collapse assessment using hazard-consistent ground motions for shallow crustal earthquakes , 2020, Bulletin of Earthquake Engineering.

[10]  A. Santo,et al.  Site-specific probabilistic seismic hazard analysis for the western area of Naples, Italy , 2019, Bulletin of Earthquake Engineering.

[11]  M. Zolfaghari,et al.  Ground-motion models for predicting vertical components of PGA, PGV and 5%-damped spectral acceleration (0.01–10 s) in Iran , 2019, Bulletin of Earthquake Engineering.

[12]  A. Y. Elghazouli,et al.  Influence of earthquake duration on the response of steel moment frames , 2018, Soil Dynamics and Earthquake Engineering.

[13]  M. Hearne,et al.  Slab2, a comprehensive subduction zone geometry model , 2018, Science.

[14]  Ahmet Yakut,et al.  Ground-motion characterization for the probabilistic seismic hazard assessment in Turkey , 2018, Bulletin of Earthquake Engineering.

[15]  F. Cotton,et al.  Toward an empirical ground motion prediction equation for France: accounting for regional differences in the source stress parameter , 2017, Bulletin of Earthquake Engineering.

[16]  Dario Albarello,et al.  Accounting for spatial correlation in the empirical scoring of probabilistic seismic hazard estimates , 2017, Bulletin of Earthquake Engineering.

[17]  Annemarie S. Baltay,et al.  Uncertainty, Variability, and Earthquake Physics in Ground‐Motion Prediction Equations , 2017 .

[18]  G. R. Reddy,et al.  Empirical models for the prediction of ground motion duration for intraplate earthquakes , 2017, Journal of Seismology.

[19]  Gang Wang,et al.  Prediction Equations for Ground‐Motion Significant Durations Using the NGA‐West2 Database , 2017 .

[20]  N. Abrahamson,et al.  VS30 in the NGA GMPEs: Regional Differences and Suggested Practice , 2016 .

[21]  Jonathan P. Stewart,et al.  Physically Parameterized Prediction Equations for Significant Duration in Active Crustal Regions , 2016 .

[22]  David A. Rhoades,et al.  Ground‐Motion Prediction Equations for Shallow Crustal and Upper‐Mantle Earthquakes in Japan Using Site Class and Simple Geometric Attenuation Functions , 2016 .

[23]  David A. Rhoades,et al.  Ground‐Motion Prediction Equations for Subduction Slab Earthquakes in Japan Using Site Class and Simple Geometric Attenuation Functions , 2016 .

[24]  Jack W. Baker,et al.  Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records , 2016 .

[25]  M. Erdik,et al.  A spatial correlation model of peak ground acceleration and response spectra based on data of the Istanbul Earthquake Rapid Response and Early Warning System , 2016 .

[26]  David A. Rhoades,et al.  An Earthquake Classification Scheme Adapted for Japan Determined by the Goodness of Fit for Ground‐Motion Prediction Equations , 2015 .

[27]  K. Goda,et al.  Ground‐Motion Prediction Models for Arias Intensity and Cumulative Absolute Velocity for Japanese Earthquakes Considering Single‐Station Sigma and Within‐Event Spatial Correlation , 2015 .

[28]  Brendon A. Bradley,et al.  Site-specific and spatially-distributed ground-motion intensity estimation in the 2010–2011 Canterbury earthquakes , 2014 .

[29]  Russell A. Green,et al.  An empirical significant duration relationship for stable continental regions , 2014, Bulletin of Earthquake Engineering.

[30]  Ezio Faccioli,et al.  Single-station standard deviation analysis of 2010–2012 strong-motion data from the Canterbury region, New Zealand , 2013, Bulletin of Earthquake Engineering.

[31]  Gang Wang,et al.  Intra‐Event Spatial Correlations for Cumulative Absolute Velocity, Arias Intensity, and Spectral Accelerations Based on Regional Site Conditions , 2013 .

[32]  Simona Esposito,et al.  Spatial Correlation of Spectral Acceleration in European Data , 2012 .

[33]  D. Boore,et al.  Regional Correlations of VS30 and Velocities Averaged Over Depths Less Than and Greater Than 30 Meters , 2011 .

[34]  David M. Boore,et al.  Estimating Unknown Input Parameters when Implementing the NGA Ground-Motion Prediction Equations in Engineering Practice , 2011 .

[35]  G. Atkinson,et al.  Intraevent Spatial Correlation of Ground-Motion Parameters Using SK-net Data , 2010 .

[36]  J. Baker,et al.  Correlation model for spatially distributed ground‐motion intensities , 2009 .

[37]  Julian J. Bommer,et al.  Empirical Equations for the Prediction of the Significant, Bracketed, and Uniform Duration of Earthquake Ground Motion , 2009 .

[38]  Han Ping Hong,et al.  Effect of spatial correlation on estimated ground motion prediction equations , 2009 .

[39]  H. Hong,et al.  Spatial correlation of peak ground motions and response spectra , 2008 .

[40]  J. Stewart,et al.  Prediction Equations for Significant Duration of Earthquake Ground Motions considering Site and Near-Source Effects , 2006 .

[41]  Julian J. Bommer,et al.  A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage , 2006 .

[42]  Gaetano Manfredi,et al.  Ground motion duration effects on nonlinear seismic response , 2006 .

[43]  Tsuyoshi Takada,et al.  Macrospatial Correlation Model of Seismic Ground Motions , 2005 .

[44]  P. Mai,et al.  Hypocenter locations in finite-source rupture models , 2005 .

[45]  David M. Boore,et al.  On Pads and Filters: Processing Strong-Motion Data , 2005 .

[46]  F. Scherbaum,et al.  On the Conversion of Source-to-Site Distance Measures for Extended Earthquake Source Models , 2004 .

[47]  David M. Boore,et al.  Estimated Ground Motion From the 1994 Northridge, California, Earthquake at the Site of the Interstate 10 and La Cienega Boulevard Bridge Collapse, West Los Angeles, California , 2003 .

[48]  D. Boore,et al.  Effect of causal and acausal filters on elastic and inelastic response spectra , 2003 .

[49]  Mario Ordaz,et al.  Duration of strong ground motion during Mexican earthquakes in terms of magnitude, distance to the rupture area and dominant site period , 2001 .

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

[51]  N. Cressie.  Fitting variogram models by weighted least squares , 1985 .

[52]  R. Dobry,et al.  Duration characteristics of horizontal components of strong-motion earthquake records , 1978 .

[53]  A. G. Brady,et al.  A STUDY ON THE DURATION OF STRONG EARTHQUAKE GROUND MOTION , 1975 .

[54]  H. Akaike.  A new look at the statistical model identification , 1974 .

[55]  S. Yaghmaei-Sabegh,et al.  A new model for the prediction of earthquake ground-motion duration in Iran , 2011, Natural Hazards.

[56]  G. Manfredi,et al.  1 ON GROUND MOTION DURATION AND ENGINEERING DEMAND PARAMETERS , 2011 .

[57]  Julian J. Bommer,et al.  The Influence of Strong-Motion Duration on the Seismic Response of Masonry Structures , 2004 .

[58]  M. Ordaz,et al.  INFLUENCE OF STRONG GROUND MOTION DURATION IN SEISMIC DESIGN OF STRUCTURES , 1999 .

[59]  F. Cotton,et al.  EMPIRICAL DETERMINATION OF THE GROUND SHAKING DURATION DUE TO AN EARTHQUAKE USING STRONG MOTION ACCELEROGRAMS FOR ENGINEERING APPLICATIONS , 1999 .

[60]  C. Uang,et al.  Evaluation of seismic energy in structures , 1990 .

[61]  G. W. Housner,et al.  Measures of severity of earthquake ground shaking , 1975 .