Spectral damping scaling factors for shallow crustal earthquakes in active tectonic regions
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Norman A. Abrahamson | Sanaz Rezaeian | Izzat M. Idriss | Kenneth W. Campbell | Yousef Bozorgnia | Walter J. Silva | I. M. Idriss | N. Abrahamson | W. Silva | K. Campbell | Y. Bozorgnia | S. Rezaeian | Kenneth W. Campbell | Norman A. Abrahamson | Walter J. Silva
[1] Yu-Yuan Lin,et al. Effects of Site Classes on Damping Reduction Factors , 2004 .
[2] Armen Der Kiureghian,et al. Further Studies on Seismic Interaction in Interconnected Electrical Substation Equipment , 2000 .
[3] W. J. Hall,et al. Dynamics of Structures—Theory and Applications to Earthquake Engineering , 1996 .
[4] Gail M. Atkinson,et al. Ground-motion Response Spectra in Eastern North America for Different Critical Damping Values , 2004 .
[5] M. Constantinou,et al. Elastic and Inelastic Seismic Response of Buildings with Damping Systems , 2002 .
[6] Lawrence D. Reaveley,et al. Performance-Based Evaluation of Exterior Reinforced Concrete Building Joints for Seismic Excitation , 2000 .
[7] James L. Beck,et al. Investigation of Sensitivity of Building Loss Estimates to Major Uncertain Variables for the Van Nuys Testbed , 2002 .
[8] Jonathan D. Bray,et al. Characterization of Site Response General Site Categories , 1999 .
[9] J. Kelly. Analysis of Fiber-Reinforced Elastomeric Isolators , 1999 .
[10] F. Cotton,et al. NEW EMPIRICAL RESPONSE SPECTRAL ATTENUATION LAWS FOR MODERATE EUROPEAN EARTHQUAKES , 2003 .
[11] Kazuhiko Kawashima,et al. MODIFICATION OF EARTHQUAKE RESPONSE SPECTRA WITH RESPECT TO DAMPING , 1984 .
[12] Jonathan P. Stewart,et al. Amplification Factors for Spectral Acceleration in Active Regions , 2002 .
[13] Praveen K. Malhotra,et al. Smooth Spectra of Horizontal and Vertical Ground Motions , 2006 .
[15] Yu-Yuan Lin,et al. Study on Damping Reduction Factor for Buildings under Earthquake Ground Motions , 2003 .
[16] Armen Der Kiureghian,et al. Probabilistic Models and Fragility Estimates for Bridge Components and Systems , 2002 .
[17] Robb E.S. Moss,et al. Reduced Uncertainty of Ground Motion Prediction Equations through Bayesian Variance Analysis , 2009 .
[18] Vitelmo V. Bertero,et al. Engineering Characterization of Ground Motion , 2004 .
[19] Thierry Crignou,et al. Comité européen de normalisation (CEN) , 2001, Instrumentation et méthodes de mesure.
[20] Khalid M. Mosalam,et al. Experimental and Computational Evaluation of Current and Innovative In-Span Hinge Details in Reinforced Concrete Box-Girder Bridges , 2009 .
[21] James O. Malley,et al. ATC-72 of the PEER Tall Buildings Initiative: Interim Guidelines on Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings , 2008 .
[22] Anil K. Chopra,et al. Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems , 1999 .
[23] Pacific Earthquake,et al. Empirical Evaluation of Inertial Soil-Structure Interaction Effects , 1998 .
[24] Michelle Terese Bensi,et al. A Bayesian Network Methodology for Infrastructure Seismic Risk Assessment and Decision Support , 2010 .
[25] Mohamed M. Talaat,et al. Computational modeling of progressive collapse in reinforced concrete frame structures , 2007 .
[26] J. Bommer,et al. COMPATIBLE ACCELERATION AND DISPLACEMENT SPECTRA FOR SEISMIC DESIGN CODES , 1999 .
[27] W. B. Joyner,et al. ESTIMATION OF RESPONSE SPECTRA AND PEAK ACCELERATIONS FROM WESTERN NORTH AMERICAN EARTHQUAKES: AN INTERIM REPORT PART 2 , 1993 .
[28] Russell A. Green,et al. Damping Correction Factors for Horizontal Ground-Motion Response Spectra , 2007 .
[29] D. Boore. Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion , 2010 .
[30] Kuo-Chun Chang,et al. Evaluation of damping reduction factors for estimating elastic response of structures with high damping , 2005 .
[31] C. V. Anderson,et al. The Federal Emergency Management Agency (FEMA) , 2002 .
[32] Eduardo Miranda,et al. Probabilistic Response Assessment for Building-Specific Loss Estimation , 2003 .
[33] Robb E.S. Moss,et al. CPT-Based Probabilistic Assessment of Seismic Soil Liquefaction Initiation. , 2003 .
[34] Marc O. Eberhard,et al. Damage to Bridges during the 2001 Nisqually Earthquake , 2001 .
[35] Charles A. Kircher,et al. Seismic Performance Objectives for Tall Buildings A Report for the Tall Buildings Initiatve , 2008 .
[36] V. W. Lee,et al. Empirical models for scaling pseudo relative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions , 1989 .
[37] J. Peters,et al. Uniform Building Code , 2014 .
[38] E. Faccioli,et al. DISPLACEMENT DESIGN SPECTRA , 1999 .
[39] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .
[40] Khalid M. Mosalam,et al. Shear Strength Models of Exterior Beam-Column Joints without Transverse Reinforcement , 2009 .
[41] Pirooz Kashighandi,et al. Demand fragility surfaces for bridges in liquefied laterally spreading ground , 2009 .
[42] James M. Kelly,et al. Pacific Earthquake Engineering Research Center Analytical and Experimental Study of Fiber-Reinforced Elastomeric Isolators , 2003 .
[43] Pacific Earthquake,et al. Barriers to Adoption and Implementation of PBEE Innovations , 2002 .
[44] K. Mosalam,et al. Modeling of Unreinforced Masonry Infill Walls Considering In-Plane and Out-of-Plane Interaction , 2009 .
[45] N. Abrahamson,et al. Orientation-Independent Measures of Ground Motion , 2006 .
[46] Jack P. Moehle,et al. EXPERIMENTAL AND COMPUTATIONAL EVALUATION OF REINFORCED CONCRETE BRIDGE BEAM-COLUMN CONNECTIONS FOR SEISMIC PERFORMANCE , 2001 .
[47] Jack W. Baker,et al. Uncertainty Specification and Propagation for Loss Estimation Using FOSM Methods , 2003 .
[48] J. Bommer,et al. Prediction of elastic displacement response spectra in Europe and the Middle East , 2007 .
[49] Robert E. Kayen,et al. Reinvestigation of Liquefaction and Nonliquefaction Case Histories from the 1976 Tangshan Earthquake , 2009 .
[50] Farzad Naeim,et al. On the damping adjustment factors for earthquake response spectra , 2001 .
[51] Pedro Arduino,et al. Estimation of Uncertainty in Geotechnical Properties for Performance-Based Earthquake Engineering , 2002 .
[52] Charles W. Roeder,et al. Seismic Performance of Pile-Wharf Connections , 2005 .
[53] Anil K. Chopra,et al. Statistics of SDF-System Estimate of Roof Displacement for Pushover Analysis of Buildings , 2001 .
[54] J. Bommer,et al. Dependence of Damping Correction Factors for Response Spectra on Duration and Numbers of Cycles , 2008 .
[55] Vitelmo V. Bertero,et al. Earthquake Engineering: From Engineering Seismology To Performance-Based Engineering , 2020 .
[56] Julian J. Bommer,et al. Scaling of spectral displacement ordinates with damping ratios , 2005 .
[57] Wilfred D. Iwan,et al. Estimating Earthquake Response of Simple Hysteretic Structures , 1979 .
[58] Benjamin Edwards,et al. Ground motion prediction equations , 2014 .
[59] J. Stewart,et al. Prediction Equations for Significant Duration of Earthquake Ground Motions considering Site and Near-Source Effects , 2006 .
[60] Xxyyzz,et al. Basic Design Criteria of the Recommended Lateral Force Requirements and Commentary , 1972 .
[61] E. Faccioli,et al. Displacement Spectra for Long Periods , 2004 .
[62] I. Spectra. Consortium of Organizations for Strong-Motion Observation Systems , 2005 .
[63] Ross W. Boulanger,et al. Inelastic Seismic Response of Extended Pile-Shaft-Supported Bridge Structures , 2004 .
[64] 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 .
[65] Robert D. Hanson,et al. STUDY OF INELASTIC SPECTRA WITH HIGH DAMPING , 1989 .
[66] Detlof von Winterfeldt,et al. Framing Earthquake Retrofitting Decisions: The Case of Hillside Homes in Los Angeles , 2000 .
[67] Eduardo Miranda,et al. Inelastic displacement ratios for evaluation of existing structures , 2003 .
[68] W. J. Hall,et al. Earthquake spectra and design , 1982 .
[69] George D. Hatzigeorgiou,et al. Damping modification factors for SDOF systems subjected to near‐fault, far‐fault and artificial earthquakes , 2010 .
[70] K. Campbell. Campbell-Bozorgnia NGA Ground Motion Relations for the Geometric Mean Horizontal Component of Peak and Spectral Ground Motion Parameters , 2007 .
[71] L. Ibarra. Global collapse of frame structures under seismic excitations , 2003 .
[72] 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 .
[73] Pacific Earthquake. A Technical Framework for Probability-Based Demand and Capacity Factor Design (DCFD) Seismic Formats , 2003 .
[74] Jack P. Moehle,et al. Guidelines for Seismic Rehabilitation of Buildings: An Overview of the Background Approach and Contents , 1997 .
[75] Nicos Makris,et al. Rocking response of equipment anchored to a base foundation , 2002 .
[76] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .