Damage and Loss Assessment of Pre-70 RC Frame Buildings with FEMA P-58
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[1] Gian Michele Calvi,et al. A Seismic Performance Classification Framework to Provide Increased Seismic Resilience , 2014 .
[2] Gian Michele Calvi,et al. Simplified seismic performance assessment and implications for seismic design , 2014, Earthquake Engineering and Engineering Vibration.
[3] Donatello Cardone. Nonlinear Static Methods vs. Experimental Shaking Table Test Results , 2007 .
[4] Keith Porter,et al. An Overview of PEER's Performance-Based Earthquake Engineering Methodology , 2003 .
[5] Rosario Gigliotti,et al. Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures , 2012 .
[6] Jack W. Baker,et al. Conditional Mean Spectrum: Tool for Ground-Motion Selection , 2011 .
[7] Amin Mohebkhah,et al. Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches , 2011 .
[8] Gerardo M. Verderame,et al. Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions , 2010 .
[9] Donatello Cardone,et al. Developing fragility curves and loss functions for masonry infill walls , 2015 .
[10] J. Baker,et al. Spectral shape, epsilon and record selection , 2006 .
[11] Judith Mitrani-Reiser,et al. AN OUNCE OF PREVENTION: PROBABILISTIC LOSS ESTIMATION FOR PERFORMANCE - BASED EARTHQUAKE ENGINEERING , 2007 .
[12] Stephen P. Schneider,et al. Lateral Strength of Steel Frames with Masonry Infills Having Large Openings , 1998 .
[13] Jonathan P. Stewart,et al. An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced-Concrete Moment-Frame Building , 2008 .
[14] Gian Michele Calvi,et al. Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering , 2014 .
[15] G Calvi,et al. Experimental test on a three storey R.C. frame designed for gravity only , 2002 .
[16] Rolf Eligehausen,et al. A new model to simulate joint shear behavior of poorly detailed beam–column connections in RC structures under seismic loads, Part I: Exterior joints , 2011 .
[17] Gian Michele Calvi. Choices and Criteria for Seismic Strengthening , 2013 .
[18] James L. Beck,et al. Simplified Estimation of Economic Seismic Risk for Buildings , 2004 .
[19] G. Calvi,et al. SEISMIC BEHAVIOUR OF R . C . BEAM-COLUMN JOINTS DESIGNED FOR GRAVITY LOADS , 2001 .
[20] T. Sullivan,et al. Characterising the in-plane seismic performance of infill masonry , 2016 .
[21] Carlos Marcelo Ramirez. Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering , 2009 .
[22] Rui Pinho,et al. Evaluation of Nonlinear Static Procedures in the Assessment of Building Frames , 2013 .
[23] Andrea Prota,et al. Seismic insurance model for the Italian residential building stock , 2013 .
[24] Bin Wang,et al. Seismic Damage Analyses of Staircases in RC Frame Structures , 2012 .
[25] Curt B. Haselton,et al. Assessing seismic collapse safety of modern reinforced concrete moment frame buildings , 2006 .
[26] Gerardo M. Verderame,et al. Structural models of critical regions in old-type r.c. frames with smooth rebars , 2004 .
[27] N. Abrahamson,et al. Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes , 1997 .
[28] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[29] Rui Pinho,et al. Spectral reduction factors evaluation for seismic assessment of frame buildings , 2014 .
[30] Paolo Ricci,et al. REINFORCED CONCRETE BUILDING PERFORMANCE , 2015 .
[31] Matjaž Dolšek,et al. The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .
[32] Donatello Cardone,et al. Fragility curves and loss functions for RC structural components with smooth rebars , 2016 .
[33] Abbie B. Liel,et al. Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions , 2008 .
[34] Stefano Pampanin,et al. RELEVANCE OF BEAM-COLUMN JOINT DAMAGE AND COLLAPSE IN RC FRAME ASSESSMENT , 2002 .
[35] Helmut Krawinkler,et al. Van Nuys Hotel Building Testbed Report: Exercising Seismic Performance Assessment , 2005 .
[36] Paolo Ricci,et al. 6th April 2009 L’Aquila earthquake, Italy: reinforced concrete building performance , 2011 .
[37] Abbie B. Liel,et al. A Comparative Evaluation of Probabilistic Regional Seismic Loss Assessment Methods Using Scenario Case Studies , 2015 .
[38] Luis Ibarra,et al. Hysteretic models that incorporate strength and stiffness deterioration , 2005 .