Empirical Correlation between Inelastic and Elastic Spectral Displacement Demands
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[1] Liu Jie-ping,et al. Elementary Introduction to Eurocode 8-design of structures for earthquake resistance , 2006 .
[2] STEFANO PAMPANIN,et al. ANALYTICAL MODELLING OF THE SEISMIC BEHAVIOUR OF PRECAST CONCRETE FRAMES DESIGNED WITH DUCTILE CONNECTIONS , 2001 .
[3] 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 .
[4] Franco Braga,et al. R/C Existing Structures with Smooth Reinforcing Bars: Experimental Behaviour of Beam-Column Joints Subject to Cyclic Lateral Loads , 2009 .
[5] N. Abrahamson,et al. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .
[6] 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 .
[7] W. C. Schnobrich,et al. Analysis of Reinforced Concrete Frame Wall Structures for Strong Motion Earthquakes , 1978 .
[8] Peter Fajfar,et al. Consistent inelastic design spectra: Strength and displacement , 1994 .
[9] David A. Rhoades,et al. SPATIAL DISTRIBUTION OF GROUND SHAKING IN CHARACTERISTIC EARTHQUAKES ON THE WELLINGTON AND ALPINE FAULTS, NEW ZEALAND, ESTIMATED FROM A DISTRIBUTED-SOURCE MODEL , 2011 .
[10] Mehdi Saiidi Movahhed,et al. Simple and Complex Models for Nonlinear Seismic Response of Reinforced Concrete Structures , 1979 .
[11] A. Chopra,et al. Inelastic Deformation Ratios for Design and Evaluation of Structures: Single-Degree-of- Freedom Bilinear Systems , 2004 .
[12] C. Allin Cornell,et al. An Empirical Ground-Motion Attenuation Relation for Inelastic Spectral Displacement , 2006 .
[13] Sigmund A. Freeman,et al. Prediction of Response of Concrete Buildings to Severe Earthquake Motion , 1978 .
[14] E. Miranda. INELASTIC DISPLACEMENT RATIOS FOR STRUCTURES ON FIRM SITES , 2000 .
[15] 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 .
[16] Giuseppe Marano,et al. An energy-based envelope function for the stochastic simulation of earthquake accelerograms , 2009 .
[17] A. Veletsos,et al. Effect of Inelastic Behavior on the Response of Simple Systems to Earthquake Motions , 1975 .
[18] Eduardo Miranda,et al. Evaluation of approximate methods to estimate maximum inelastic displacement demands , 2002 .
[19] Gian Michele Calvi,et al. Displacement Reduction Factors for the Design of Medium and Long Period Structures , 2011 .
[20] Gian Michele Calvi,et al. Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering , 2014 .
[21] Nick Gregor,et al. NGA Project Strong-Motion Database , 2008 .
[22] Eduardo Miranda,et al. Inelastic displacement ratios for evaluation of existing structures , 2003 .
[23] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[24] Peter Fajfar,et al. Capacity spectrum method based on inelastic demand spectra , 1999 .
[25] Mahmoud M. Hachem,et al. Ground Motion Prediction Equation (“Attenuation Relationship”) for Inelastic Response Spectra , 2010 .
[26] J. L. Ceballos,et al. DEVELOPMENT OF IMPROVED INELASTIC DISPLACEMENT PREDICTION EQUATIONS FOR THE SEISMIC DESIGN OF HYBRID SYSTEMS , 2012 .
[27] Wilfred D. Iwan,et al. Estimating inelastic response spectra from elastic spectra , 1980 .
[28] Mjn Priestley,et al. Modelling inelastic response in direct displacement-based design , 2005 .
[29] Julian J. Bommer,et al. Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion , 2009 .
[30] Lorenza Petrini,et al. Experimental Verification of Viscous Damping Modeling for Inelastic Time History Analyzes , 2008 .
[31] Benjamin Edwards,et al. Ground motion prediction equations , 2014 .