EC8-based earthquake record selection procedure evaluation: Validation study based on observed damage of an irregular R/C building
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[1] G. Mylonakis,et al. The M6.4 Lefkada 2003, Greece, earthquake: Dynamic response of a 3-storey R/C structure on soft soil , 2011 .
[2] Andrew S. Whittaker,et al. Scaling Earthquake Ground Motions for Performance-Based Assessment of Buildings , 2011 .
[3] Anastasios Sextos,et al. Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective , 2010 .
[4] Giuseppe Maddaloni,et al. A Note on Selection of Time-Histories for Seismic Analysis of Bridges in Eurocode 8 , 2009 .
[5] Julian J. Bommer,et al. Numbers of scaled and matched accelerograms required for inelastic dynamic analyses , 2008 .
[6] Julian J. Bommer,et al. An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region , 2008 .
[7] Nick Gregor,et al. NGA Project Strong-Motion Database , 2008 .
[8] I. Iervolino,et al. Eurocode 8 Compliant Real Record Sets for Seismic Analysis of Structures , 2008 .
[9] Reginald DesRoches,et al. Sensitivity of Seismic Response and Fragility to Parameter Uncertainty , 2007 .
[10] Nicolas Luco,et al. Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? , 2007 .
[11] Nicolas Luco,et al. Probabilistic seismic demand analysis using advanced ground motion intensity measures , 2007 .
[12] Nicolas Luco,et al. Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .
[13] Julian J. Bommer,et al. Selection and Scaling of Real Accelerograms for Bi-Directional Loading: A Review of Current Practice and Code Provisions , 2007 .
[14] Julian J. Bommer,et al. Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response , 2007 .
[15] J. Baker,et al. Spectral shape, epsilon and record selection , 2006 .
[16] John B. Mander,et al. Identification of critical ground motions for seismic performance assessment of structures , 2006 .
[17] N. Abrahamson,et al. Selection of ground motion time series and limits on scaling , 2006 .
[18] C. Cornell,et al. Record Selection for Nonlinear Seismic Analysis of Structures , 2005 .
[19] J. Baker,et al. A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .
[20] Amr S. Elnashai,et al. ANALYTICAL ASSESSMENT OF AN IRREGULAR RC FRAME FOR FULL-SCALE 3D PSEUDO-DYNAMIC TESTING PART I: ANALYTICAL MODEL VERIFICATION , 2005 .
[21] Julian J. Bommer,et al. THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS , 2004 .
[22] Takao Kagawa,et al. Differences in ground motion and fault rupture process between the surface and buried rupture earthquakes , 2004 .
[23] Kenneth T. Farrow,et al. Ground motion scaling methods for different site conditions and structure characteristics , 2003 .
[24] Amr S. Elnashai,et al. Implications of Recent Earthquakes on Seismic Risk , 2000 .
[25] Julian J. Bommer,et al. The Feasibility of Using Real Accelerograms for Seismic Design , 2000 .
[26] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[27] G. Russo,et al. Numerical analysis of piled rafts , 1998 .
[28] Amr S. Elnashai,et al. EFFECT OF MODELLING ASSUMPTIONS AND INPUT MOTION CHARACTERISTICS ON SEISMIC DESIGN PARAMETERS OF RC BRIDGE PIERS , 1996 .
[29] Paolo Bazzurro,et al. SEISMIC HAZARD ANALYSIS OF NONLINEAR STRUCTURES. I: METHODOLOGY , 1994 .
[30] Sashi K. Kunnath,et al. IDARC Version 3.0: A Program for the Inelastic Damage Analysis of Reinforced Concrete Structures , 1992 .
[31] W. Tso,et al. Engineering implication of ground motion A/V ratio , 1992 .
[32] Nicos Makris,et al. Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response , 1992 .
[33] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[34] J. Mander,et al. Theoretical stress strain model for confined concrete , 1988 .
[35] A. Ang,et al. Mechanistic Seismic Damage Model for Reinforced Concrete , 1985 .
[36] M I Gorbunov-Pasodav,et al. DESIGN OF STRUCTURES ON ELASTIC FOUNDATIONS , 1973 .