This electronic supplement contains Table S1 that lists station locations, VS30, and selected ground-motion parameters.
Table S1. Station locations, VS30, peak accelerations, peak velocities, peak displacements, and durations of horizontal component of the ground motion.
Slope VS30 values from U.S. Geological Survey (USGS; http://earthquake.usgs.gov/data/vs30/, last accessed September 2016).
Pancha, A., J. G. Anderson, G. Biasi, S. K. Pullammanappallil, and A. Anooshepoor (2015). Empirical site response and comparison with measured site conditions at ANSS sites in the vicinity of Reno, Nevada, Bull. Seismol. Soc. Am. 105, 889–911, doi: 10.1785/0120140028.
Pancha, A., J. G. Anderson, and J. N. Louie (2007). Characterization of near-surface geology at strong-motion stations in the vicinity of Reno, Nevada, Bull. Seismol. Soc. Am. 97, 2096–2117.
Pancha, A., J. G. Anderson, J. N. Louie, S. K. Pullammanappallil (2008). Measurement of shallow shear wave velocities at a rock site using the ReMi technique, Soil Dynam. Earthq. Eng. 28, 522–535.
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