PACIFIC EARTHQUAKE ENGINEERING Analysis of Cumulative Absolute Velocity (CAV) and JMA Instrumental Seismic Intensity (I JMA ) Using the PEER-NGA Strong Motion Database

[1]  Pacific Earthquake A Technical Framework for Probability-Based Demand and Capacity Factor Design (DCFD) Seismic Formats , 2003 .

[2]  Nicolas Luco,et al.  Advanced Seismic Assessment Guidelines , 2004 .

[3]  Jack P. Moehle,et al.  EXPERIMENTAL AND COMPUTATIONAL EVALUATION OF REINFORCED CONCRETE BRIDGE BEAM-COLUMN CONNECTIONS FOR SEISMIC PERFORMANCE , 2001 .

[4]  J. Bommer,et al.  Relationships between Median Values and between Aleatory Variabilities for Different Definitions of the Horizontal Component of Motion , 2006 .

[5]  Jack W. Baker,et al.  Uncertainty Specification and Propagation for Loss Estimation Using FOSM Methods , 2003 .

[6]  Armen Der Kiureghian,et al.  Further Studies on Seismic Interaction in Interconnected Electrical Substation Equipment , 2000 .

[7]  Richard O. Zerbe,et al.  Performance-Based Earthquake Engineering Decisions , 2022 .

[8]  T. Furumura,et al.  Comparative Analysis of Two Methods for Instrumental Intensity Estimations using the Database Accumulated during Recent Large Earthquakes in Japan , 2008 .

[9]  Khalid M. Mosalam,et al.  PEER Testbed Study on a Laboratory Building: Exercising Seismic Performance Assessment , 2005 .

[10]  Pacific Earthquake,et al.  Barriers to Adoption and Implementation of PBEE Innovations , 2002 .

[11]  K. Mosalam,et al.  Modeling of Unreinforced Masonry Infill Walls Considering In-Plane and Out-of-Plane Interaction , 2009 .

[12]  Gregory L. Fenves,et al.  Ground Motions for Earthquake Simulator Qualification of Electrical Substation Equipment , 2005 .

[13]  Jonathan D. Bray,et al.  Empirical attenuation relationship for Arias Intensity , 2003 .

[14]  Fumio Yamazaki,et al.  A Proposal of Instrumental Seismic Intensity Scale Compatible with MMI Evaluated from Three-Component Acceleration Records , 2001 .

[15]  Paolo Bazzurro,et al.  Vector-valued Probabilistic Seismic Hazard Analysis , 2001 .

[16]  Nicos Makris,et al.  Rocking response of equipment anchored to a base foundation , 2002 .

[17]  Vladimir Sokolov,et al.  Seismic Intensity and Fourier Acceleration Spectra: Revised Relationship , 2002 .

[18]  Pedro Arduino,et al.  Estimation of Uncertainty in Geotechnical Properties for Performance-Based Earthquake Engineering , 2002 .

[19]  Charles W. Roeder,et al.  Seismic Performance of Pile-Wharf Connections , 2005 .

[20]  Nanny Wermuth,et al.  A Simple Approximation for Bivariate and Trivariate Normal Integrals , 1991 .

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

[22]  Curt B. Haselton,et al.  Assessing seismic collapse safety of modern reinforced concrete moment frame buildings , 2006 .

[23]  Chris Koski,et al.  Performance-Based Regulation and Regulatory Regimes , 2004 .

[24]  P. Fajfar,et al.  How Reliable are the Ground Motion Prediction Equations , 2009 .

[25]  James L. Beck,et al.  Investigation of Sensitivity of Building Loss Estimates to Major Uncertain Variables for the Van Nuys Testbed , 2002 .

[26]  Charles S. Mueller,et al.  Documentation for the 2008 update of the United States National Seismic Hazard Maps , 2008 .

[27]  Nick Gregor,et al.  NGA Project Strong-Motion Database , 2008 .

[28]  Lawrence D. Reaveley,et al.  Performance-Based Evaluation of Exterior Reinforced Concrete Building Joints for Seismic Excitation , 2000 .

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

[30]  Anne S. Kiremidjian,et al.  Treatment of uncertainties in seismic risk analysis of transportation systems , 2006 .

[31]  S. Harmsen,et al.  Documentation for the 2002 update of the national seismic hazard maps , 2002 .

[32]  Khalid M. Mosalam,et al.  Shear Strength Models of Exterior Beam-Column Joints without Transverse Reinforcement , 2009 .

[33]  Steven L. Kramer,et al.  Ground Motion Intensity Measures for Liquefaction Hazard Evaluation , 2006 .

[34]  Fumio Yamazaki,et al.  Correlation of JMA instrumental seismic intensity with strong motion parameters , 2002 .

[35]  Panagiotis Koliopoulos,et al.  DURATION AND ENERGY CHARACTERISTICS OF GREEK STRONG MOTION RECORDS , 1998 .

[36]  Ross W. Boulanger,et al.  Inelastic Seismic Response of Extended Pile-Shaft-Supported Bridge Structures , 2004 .

[37]  Mihailo D. Trifunac,et al.  On the correlation of seismic intensity scales with the peaks of recorded strong ground motion , 1975 .

[38]  Kincho H. Law,et al.  Software Framework for Collaborative Development of Nonlinear Dynamic Analysis Program , 2003 .

[39]  Peter J. May,et al.  Pacific Earthquake Engineering Research Center Organizational and Societal Considerations for Performance-based Earthquake Engineering Organizational and Societal Considerations for Performance-based Earthquake Engineering , 2022 .

[40]  Jack W. Baker,et al.  Which Spectral Acceleration are you Using? , 2006 .

[41]  C. Allin Cornell,et al.  Probabilistic seismic demand analysis of nonlinear structures , 1999 .

[42]  W. B. Joyner,et al.  Equations for Estimating Horizontal Response Spectra and Peak Acceleration from Western North American Earthquakes: A Summary of Recent Work , 1997 .

[43]  Robert W. Mee,et al.  A Simple Approximation for Bivariate Normal Probabilities , 1983 .

[44]  Julian J. Bommer,et al.  Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? , 2006 .

[45]  Kenneth W. Campbell,et al.  Near-source attenuation of peak horizontal acceleration , 1981 .

[46]  Yoshihisa Kobayashi,et al.  The study of the relation between the measured seismic intensity and the other indexes. , 1999 .

[47]  ATTENUATION RELATION OF JMA SEISMIC INTENSITY APPLICABLE TO NEAR SOURCE REGION , 2006 .

[49]  C. Allin Cornell,et al.  Ground-Motion Amplification in Nonlinear Soil Sites with Uncertain Properties , 2004 .

[50]  Scott A. Ashford,et al.  Characterization of Large Velocity Pulses for Laboratory Testing , 2002 .

[51]  N. Abrahamson,et al.  Orientation-Independent Measures of Ground Motion , 2006 .

[52]  L. Lowes,et al.  A Beam-Column Joint Model for Simulating the Earthquake Response of Reinforced Concrete Frames , 2004 .

[53]  A. Kiremidjian,et al.  Uncertainty and correlation in seismic risk assessment of transportation systems , 2007 .

[54]  William F. Cofer Documentation of Strengths and Weaknesses of Current Computer Analysis Methods for Seismic Performance of Reinforced Concrete Members , 1999 .

[55]  G. Lanzo,et al.  A Comparison of NGA Ground-Motion Prediction Equations to Italian Data , 2009 .

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

[57]  Tarek Elkhoraibi,et al.  Generalized hybrid simulation framework for structural systems subjected to seismic loading , 2007 .

[58]  Helmut Krawinkler,et al.  Van Nuys Hotel Building Testbed Report: Exercising Seismic Performance Assessment , 2005 .

[59]  Jonathan P. Stewart,et al.  Uncertainty and Bias in Ground-Motion Estimates from Ground Response Analyses , 2003 .

[60]  Mahmoud M. Hachem,et al.  Ground Motion Prediction Equation (“Attenuation Relationship”) for Inelastic Response Spectra , 2010 .

[61]  Gregory L Fenves,et al.  BEHAVIOR AND FAILURE ANALYSIS OF A MULTIPLE-FRAME HIGHWAY BRIDGE IN THE 1994 NORTHRIDGE EARTHQUAKE , 1998 .

[62]  Lawrence L. Kupper,et al.  Probability, statistics, and decision for civil engineers , 1970 .

[63]  Armen Der Kiureghian,et al.  Probabilistic Models and Fragility Estimates for Bridge Components and Systems , 2002 .

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

[65]  G. Grünthal European Macroseismic Scale 1998 , 1998 .

[66]  Anil K. Chopra,et al.  Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems , 1999 .

[67]  Miguel Herraiz,et al.  AN APPROACH TO THE MEASUREMENT OF THE POTENTIAL STRUCTURAL DAMAGE OF EARTHQUAKE GROUND MOTIONS , 1997 .

[68]  G-Akis Tselentis,et al.  Empirical Relationships between Modified Mercalli Intensity and Engineering Ground-Motion Parameters in Greece , 2008 .

[69]  Takaaki Kusakabe,et al.  ATTENUATION RELATIONSHIPS OF GROUND MOTION INTENSITY USING SHORT PERIOD LEVEL AS A VARIABLE , 2006 .

[70]  Seyyed Hadi Hashemi,et al.  Seismic evaluation of reinforced concrete buildings including effects of masonry infill walls , 2007 .

[71]  James M. Kelly,et al.  Pacific Earthquake Engineering Research Center Analytical and Experimental Study of Fiber-Reinforced Elastomeric Isolators , 2003 .

[72]  Jonathan P. Stewart,et al.  Building Vulnerability Studies: Modeling and Evaluation of Tilt-up and Steel Reinforced Concrete Buildings , 2003 .

[73]  L. Danciu,et al.  Engineering Ground-Motion Parameters Attenuation Relationships for Greece , 2007 .

[74]  Keith A. Porter,et al.  A Taxonomy of Building Components for Performance-Based Earthquake Engineering , 2005 .

[75]  K. Campbell Campbell-Bozorgnia NGA Ground Motion Relations for the Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters , 2007 .

[76]  Peter J. May,et al.  Societal Implications of Performance-Based Earthquake Engineering , 2007 .

[77]  Khalid M. Mosalam,et al.  Experimental and Computational Evaluation of Current and Innovative In-Span Hinge Details in Reinforced Concrete Box-Girder Bridges , 2009 .

[78]  Mahmoud M. Hachem,et al.  Deterministic and Probabilistic Predictions of Yield Strength and Inelastic Displacement Spectra , 2010 .

[79]  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 .

[80]  J. Shoja-Taheri,et al.  A Test of the Applicability of NGA Models to the Strong Ground-Motion Data in the Iranian Plateau , 2009 .

[81]  Pacific Earthquake,et al.  Empirical Evaluation of Inertial Soil-Structure Interaction Effects , 1998 .

[82]  Jonathan P. Stewart,et al.  Evaluation of the Effectiveness of Theoretical 1D Amplification Factors for Earthquake Ground-Motion Prediction , 2006 .

[83]  D. Wald,et al.  Instrumental intensity distribution for the Hector Mine, California, and the Chi-Chi, Taiwan, earthquakes: Comparison of two methods , 2002 .

[84]  Jack W. Baker,et al.  Vector-valued ground motion intensity measures for probabilistic seismic demand analysis , 2005 .

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

[86]  Julian J. Bommer,et al.  An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region , 2008 .

[87]  Jonathan P. Stewart,et al.  Amplification Factors for Spectral Acceleration in Active Regions , 2002 .

[88]  C. Allin Cornell,et al.  Nonlinear Soil-Site Effects in Probabilistic Seismic-Hazard Analysis , 2004 .

[89]  Robb E.S. Moss,et al.  CPT-Based Probabilistic Assessment of Seismic Soil Liquefaction Initiation. , 2003 .

[90]  Andrew S. Whittaker,et al.  Seismic Evaluation and Retrofit of 230-kV Porcelain Transformer Bushings , 2001 .

[91]  Marc O. Eberhard,et al.  Damage to Bridges during the 2001 Nisqually Earthquake , 2001 .

[92]  D. Owen Tables for Computing Bivariate Normal Probabilities , 1956 .

[93]  Jonathan P. Stewart,et al.  Comment on “Nonlinear Soil-Site Effects in Probabilistic Seismic-Hazard Analysis” by Paolo Bazzurro and C. Allin Cornell , 2006 .

[94]  Pacific Earthquake,et al.  Rocking Response and Overturning of Anchored Equipment under Seismic Excitations , 1999 .

[95]  Thomas H. Heaton,et al.  Relationships between Peak Ground Acceleration, Peak Ground Velocity, and Modified Mercalli Intensity in California , 1999 .