Prediction equations for the standardized version of cumulative absolute velocity as adapted for use in the shutdown of U.S. nuclear power plants
暂无分享,去创建一个
[1] T. F. O'Hara,et al. Standardization of the cumulative absolute velocity , 1991 .
[2] Lawrence L. Kupper,et al. Probability, statistics, and decision for civil engineers , 1970 .
[3] Douglas L. Smith. Did You Feel It , 1999 .
[4] Mahmoud M. Hachem,et al. Ground Motion Prediction Equation (“Attenuation Relationship”) for Inelastic Response Spectra , 2010 .
[5] 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 .
[6] Adam J Crewe,et al. 14th World Conference on Earthquake Engineering, Beijing , 2008 .
[7] Kenneth W. Campbell,et al. PACIFIC EARTHQUAKE ENGINEERING Analysis of Cumulative Absolute Velocity (CAV) and JMA Instrumental Seismic Intensity (I JMA ) Using the PEER-NGA Strong Motion Database , 2010 .
[8] D. Boore,et al. Beyond SaGMRotI: Conversion to SaArb, Sasn, and SaMaxRot , 2007 .
[9] John Douglas,et al. How accurate can strong ground motion attenuation relations be , 2001 .
[10] Maurice S. Power,et al. An Overview of the NGA Project , 2008 .
[11] K. Campbell,et al. A ground motion prediction equation for JMA instrumental seismic intensity for shallow crustal earthquakes in active tectonic regimes , 2011 .
[12] Nick Gregor,et al. NGA Project Strong-Motion Database , 2008 .
[13] G. Lanzo,et al. A Comparison of NGA Ground-Motion Prediction Equations to Italian Data , 2009 .
[14] 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 .
[15] Julian J. Bommer,et al. Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? , 2006 .
[16] Charles S. Mueller,et al. Documentation for the 2008 update of the United States National Seismic Hazard Maps , 2008 .
[17] Julian J. Bommer,et al. An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region , 2008 .
[18] Adam J Crewe,et al. The 14th World Conference on Earthquake Engineering , 2008 .
[19] Kenneth W. Campbell,et al. Near-source attenuation of peak horizontal acceleration , 1981 .
[20] Steven L. Kramer,et al. Ground Motion Intensity Measures for Liquefaction Hazard Evaluation , 2006 .
[21] Iztok Peruš,et al. Ground‐motion prediction by a non‐parametric approach , 2010 .
[22] K. Campbell. PREDICTION OF STRONG GROUND MOTION USING THE HYBRID EMPIRICAL METHOD AND ITS USE IN THE DEVELOPMENT OF GROUND-MOTION (ATTENUATION) RELATIONS IN EASTERN NORTH AMERICA , 2003 .
[23] J. W. Reed,et al. Proceedings: Engineering characterization of small-magnitude earthquakes , 1987 .
[24] R. P. Kennedy,et al. A criterion for determining exceedance of the operating basis earthquake: Final report , 1988 .
[25] Kenneth W. Campbell,et al. A Ground Motion Prediction Equation for the Horizontal Component of Cumulative Absolute Velocity (CAV) Based on the PEER-NGA Strong Motion Database , 2010 .
[26] Gail M. Atkinson,et al. Observations on Regional Variability in Ground-Motion Amplitudes for Small-to-Moderate Earthquakes in North America , 2009 .
[27] Miguel Herraiz,et al. AN APPROACH TO THE MEASUREMENT OF THE POTENTIAL STRUCTURAL DAMAGE OF EARTHQUAKE GROUND MOTIONS , 1997 .
[28] 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 .
[29] J. Bommer,et al. Relationships between Median Values and between Aleatory Variabilities for Different Definitions of the Horizontal Component of Motion , 2006 .
[30] K. W. Campbell,et al. Ground Motion Simulation Using the Hybrid Empirical Method: Issues and Insights , 2011 .
[31] K. Campbell. Campbell-Bozorgnia NGA Ground Motion Relations for the Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters , 2007 .
[32] Paolo Bazzurro,et al. Vector-valued Probabilistic Seismic Hazard Analysis , 2001 .
[33] Jack W. Baker,et al. Which Spectral Acceleration are you Using? , 2006 .
[34] Matthew Free,et al. SURFACE-WAVE MAGNITUDE CALIBRATION FOR EUROPEAN REGION EARTHQUAKES , 1997 .
[35] J. Shoja-Taheri,et al. A Test of the Applicability of NGA Models to the Strong Ground-Motion Data in the Iranian Plateau , 2009 .
[36] J. Bommer,et al. PREDICTION OF HORIZONTAL RESPONSE SPECTRA IN EUROPE , 1996 .
[37] N. A. Abrahamson,et al. A stable algorithm for regression analyses using the random effects model , 1992, Bulletin of the Seismological Society of America.
[38] David M. Boore,et al. Simulation of Ground Motion Using the Stochastic Method , 2003 .
[39] P. Stafford. Conditional Prediction of Absolute Durations , 2008 .