A Seismic Performance Classification Framework to Provide Increased Seismic Resilience
暂无分享,去创建一个
[1] J. Baker,et al. Spectral shape, epsilon and record selection , 2006 .
[2] Laura O. Taylor,et al. What Determines the Value of Life: A Meta‐Analysis , 2002 .
[3] Gilberto Mosqueda,et al. Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake , 2012 .
[4] Haruo Hayashi,et al. Building Damage and Casualties after an Earthquake , 2003 .
[5] Sashi K. Kunnath,et al. Effects of Fling Step and Forward Directivity on Seismic Response of Buildings , 2006 .
[6] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[7] Timothy J. Sullivan,et al. IMPROVED ESTIMATION OF FLOOR SPECTRA IN RC WALL BUILDINGS , 2014 .
[8] Curt B. Haselton,et al. Comparing Seismic Collapse Safety of Modern and Existing Reinforced Concrete Frame Structures in California , 2008 .
[9] Gaetano Manfredi,et al. Ground motion duration effects on nonlinear seismic response , 2006 .
[10] Anne S. Kiremidjian,et al. Assembly-Based Vulnerability of Buildings and Its Use in Performance Evaluation , 2001 .
[11] Hope A. Seligson,et al. Value of Injuries in the Northridge Earthquake , 2006 .
[12] T. J. Sullivan,et al. Considerations for the Seismic Assessment of Buildings Using the Direct Displacement-Based Assessment Approach , 2011 .
[13] Stephanie E. Chang,et al. Disaster vulnerability of businesses in the 2001 Nisqually earthquake , 2002 .
[14] Timothy J. Sullivan,et al. Towards improved floor spectra estimates for seismic design , 2013 .
[15] M. Sozen,et al. Inelastic Responses of Reinforced ConcreteStructure to Earthquake Motions , 1974 .
[16] Luis Ibarra,et al. Hysteretic models that incorporate strength and stiffness deterioration , 2005 .
[17] Siu-Kui Au,et al. Effect of Seismic Risk on Lifetime Property Value , 2004 .
[18] A. Carr,et al. Modelling of shear hinge mechanism in poorly detailed RC beam-column joints , 2003 .
[19] Helmut Krawinkler,et al. Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading , 2011 .
[20] Curt B. Haselton,et al. Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings , 2007 .
[21] Curt B. Haselton,et al. Expected earthquake damage and repair costs in reinforced concrete frame buildings , 2012 .
[22] Helmut Krawinkler,et al. Van Nuys Hotel Building Testbed Report: Exercising Seismic Performance Assessment , 2005 .
[23] A Pomonis,et al. Factors determining human casualty levels in earthquakes: Mortality prediction in building collapse. , 1992 .
[24] Gian Michele Calvi,et al. Displacement Reduction Factors for the Design of Medium and Long Period Structures , 2011 .
[25] Gian Michele Calvi,et al. Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering , 2014 .
[26] Charles C. Thiel,et al. Improving Measures to Reduce Earthquake Casualties , 1992 .
[27] Mary C. Comerio,et al. Estimating Downtime in Loss Modeling , 2006 .
[28] Shahram Taghavi,et al. Response assessment of nonstructural building elements , 2003 .
[29] Carlos Marcelo Ramirez. Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering , 2009 .
[30] Iztok Peruš,et al. A web‐based methodology for the prediction of approximate IDA curves , 2013 .
[31] Keith Porter,et al. An Overview of PEER's Performance-Based Earthquake Engineering Methodology , 2003 .
[32] Eduardo Miranda,et al. Probability-based seismic response analysis , 2005 .
[33] Andre Filiatrault,et al. Simplified seismic sidesway collapse analysis of frame buildings , 2014 .
[34] Dimitrios Vamvatsikos,et al. Direct estimation of the seismic demand and capacity of oscillators with multi‐linear static pushovers through IDA , 2006 .
[35] Vitelmo V. Bertero,et al. An Evaluation of Inelastic Seismic Design Spectra , 1981 .
[36] James L. Beck,et al. Simplified Estimation of Economic Seismic Risk for Buildings , 2004 .
[37] Judith Mitrani-Reiser,et al. AN OUNCE OF PREVENTION: PROBABILISTIC LOSS ESTIMATION FOR PERFORMANCE - BASED EARTHQUAKE ENGINEERING , 2007 .
[38] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[39] M. L. Beconcini,et al. L'impatto delle Norme Tecniche per le Costruzioni (NTC 2008) sulla progettazione antisismica , 2009 .
[40] J. Baker,et al. A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .
[41] Jack W. Baker,et al. Which Spectral Acceleration are you Using? , 2006 .
[42] R. Rackwitz,et al. Optimal and Acceptable Technical Facilities Involving Risks , 2004, Risk analysis : an official publication of the Society for Risk Analysis.
[43] Eduardo Miranda,et al. Significance of residual drifts in building earthquake loss estimation , 2012 .
[44] Prayag J Sayani. Relative Performance Comparison and Loss Estimation of Seismically Isolated and Fixed-based Buildings Using PBEE Approach , 2009 .
[45] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[46] Abbie B. Liel,et al. Assessing the collapse risk of California's existing reinforced concrete frame structures: Metrics for seismic safety decisions , 2008 .
[47] Jonathan P. Stewart,et al. An Assessment to Benchmark the Seismic Performance of a Code-Conforming Reinforced-Concrete Moment-Frame Building , 2008 .