, A., Mousavi
, M., Nourizadeh
, M., and M. Shahri
, 2013. Dependence of correlations between spectral accelerations at multiple periods on magnitude and distance, Earthquake Engineering & Structural Dynamics 43 (8), 1193-1204.
Baker JW. 2011. The conditional mean spectrum: a tool for ground motion selection. Journal of Structural Engineering, 137(3):322–331.
Baker JW, Cornell CA (2006) Spectral shape, epsilon and record selection. Earthq Eng Struct Dyn 35(9):1077–1095.
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 spectral , Vol.24(1) ,pp. 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,Vol.24(1), pp. 139-171.
Jayaram N, Lin T, Baker JW (2011) A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance. Earthquake Spectra 27(3):797–815.
Lin T, Harmsen SC, Baker JW, Luco N (2013a) Conditional spectrum computation incorporating multiple causal earthquakes and ground-motion prediction models. Bull Seismol Soc Am 103(2A):1103–1116