Markov chain Monte Carlo ground‐motion selection algorithms for conditional intensity measure targets
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[1] B. Bradley. A ground motion selection algorithm based on the generalized conditional intensity measure approach , 2012 .
[2] J. Baker,et al. Correlation of Spectral Acceleration Values from NGA Ground Motion Models , 2008 .
[3] Brendon A. Bradley,et al. Ground motion selection for simulation‐based seismic hazard and structural reliability assessment , 2015 .
[4] Julian J. Bommer,et al. THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS , 2004 .
[5] Julian J. Bommer,et al. Empirical equations for the prediction of the equivalent number of cycles of earthquake ground motion , 2009 .
[6] Brendon A. Bradley,et al. The effect of causal parameter bounds in PSHA‐based ground motion selection , 2016 .
[7] J. Baker,et al. Spectral shape, epsilon and record selection , 2006 .
[8] Brendon A. Bradley. Discussion on ‘a framework for the evaluation of ground motion selection and modification procedures’ by N. Simon Kwong, Anil K. Chopra, and Robin K. McGuire , 2015 .
[9] Jack W. Baker,et al. Probabilistic structural response assessment using vector‐valued intensity measures , 2007 .
[10] Julian J. Bommer,et al. Earthquake Accelerogram Selection and Scaling Procedures for Estimating the Distribution of Drift Response , 2011 .
[11] Brendon A. Bradley. Empirical Correlations between Cumulative Absolute Velocity and Amplitude-Based Ground Motion Intensity Measures , 2012 .
[12] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[13] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[14] Jack W. Baker,et al. An Improved Algorithm for Selecting Ground Motions to Match a Conditional Spectrum , 2018 .
[15] Jack W. Baker,et al. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records , 2016 .
[16] G. Zech,et al. Statistical energy as a tool for binning-free, multivariate goodness-of-fit tests, two-sample comparison and unfolding , 2005 .
[17] Brendon A. Bradley,et al. Intensity Measure Correlations Observed in the NGA-West2 Database, and Dependence of Correlations on Rupture and Site Parameters , 2017 .
[18] Sang Whan Han,et al. A Method for Selecting Ground Motions that Considers Target Response Spectrum Mean and Variance as Well as Correlation Structure , 2016 .
[19] Julian J. Bommer,et al. A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage , 2006 .
[20] Jack W. Baker,et al. Conditional Mean Spectrum: Tool for Ground-Motion Selection , 2011 .
[21] J. Baker,et al. Statistical Tests of the Joint Distribution of Spectral Acceleration Values , 2008 .
[22] Luis Ibarra,et al. Hysteretic models that incorporate strength and stiffness deterioration , 2005 .
[23] Dimitrios Vamvatsikos,et al. Vector and Scalar IMs in Structural Response Estimation, Part II: Building Demand Assessment , 2016 .
[24] Jack W. Baker,et al. A Computationally Efficient Ground-Motion Selection Algorithm for Matching a Target Response Spectrum Mean and Variance , 2011 .
[25] Nicolas Luco,et al. Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? , 2007 .
[26] Defeng Sun,et al. A Quadratically Convergent Newton Method for Computing the Nearest Correlation Matrix , 2006, SIAM J. Matrix Anal. Appl..
[27] Gang Wang,et al. A ground motion selection and modification method capturing response spectrum characteristics and variability of scenario earthquakes , 2011 .
[28] Brendon A. Bradley. Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes , 2011 .
[29] Julian J. Bommer,et al. Theoretical Consistency of Common Record Selection Strategies in Performance-Based Earthquake Engineering , 2010 .
[30] Jack W. Baker,et al. Spectral Variability and Its Relationship to Structural Response Estimated from Scaled and Spectrum-Matched Ground Motions , 2016 .
[31] Nick Gregor,et al. NGA Project Strong-Motion Database , 2008 .
[32] C. Cornell,et al. Disaggregation of seismic hazard , 1999 .
[33] Peter J. Stafford,et al. Vector fragility surfaces for reinforced concrete frames in Europe , 2014, Bulletin of Earthquake Engineering.
[34] Paolo Bazzurro,et al. Vector-valued Probabilistic Seismic Hazard Analysis , 2001 .
[35] J. Baker,et al. A vector‐valued ground motion intensity measure consisting of spectral acceleration and epsilon , 2005 .
[36] B. Bradley,et al. Ground motion selection for scenario ruptures using the generalised conditional intensity measure (GCIM) method , 2015 .
[37] Peter J. Stafford,et al. Interfrequency Correlations among Fourier Spectral Ordinates and Implications for Stochastic Ground-Motion Simulation , 2017 .
[38] Anil K. Chopra,et al. A ground motion selection procedure for enforcing hazard consistency and estimating seismic demand hazard curves , 2015 .
[39] Brendon A. Bradley,et al. Correlation of Significant Duration with Amplitude and Cumulative Intensity Measures and Its Use in Ground Motion Selection , 2011 .
[40] S. Harmsen,et al. Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models , 2013 .
[41] Ellen M. Rathje,et al. A Semi-Automated Procedure for Selecting and Scaling Recorded Earthquake Motions for Dynamic Analysis , 2008 .
[42] 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 .
[43] Julian J. Bommer,et al. Numbers of scaled and matched accelerograms required for inelastic dynamic analyses , 2008 .
[44] Kenneth W. Campbell,et al. A Ground Motion Prediction Equation for the Horizontal Component of Cumulative Absolute Velocity (CAV) Based on the PEER-NGA Strong Motion Database , 2010 .