Abrahamson, N. A., and Silva, W. J., 2008, Summary of the Abrahamson & Silva NGA ground motion relations: Earthquake Spectra, 24(1), 67-97.
Baker, J. W., and Cornell, C. A., 2005, A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon: Earthquake Engineering & Structural Dynamics, 34(10), 1193-1217.
Baker, J. W., and Cornell, C. A., 2006, Spectral shape,epsilon and record selection: Earthquake Engineering & Structural Dynamics, 35(9), 1077-1095.
Baker, J. W., and Jayaram, N., 2008, Correlation of spectral acceleration values from NGA ground motion models: Earthquake Spectra, 24(1), 299-317.
Baker, J. W., 2011, Conditional mean spectrum: Tool for ground motion selection: Journal of Structural Engineering, 137(3), 322-331.
Boor, D. M., and Atkinson, G. M., 2008, Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 and 10.0 s: Earthquake Spectra, 24(1), 99-138.
Campbell, K. W., and Bozorgnia, Y., 2008, 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: Earthquake Spectra, 24(1), 139-171.
Haselton, C. B., 2012, Selecting and scaling earthquake ground motions for performing response-history analyses: Report, National Institute of Standards and Technology (NIST-GCR-11-917-15).
Kwong, N. S., and Chopra, A. K., 2017, A generalized conditional mean spectrum and its application for intensity-based assesssments of seismic demands: Earthquake Spectra, 33(1), 123-143.