Fig. 3 Comparison of commonly used rd relationships proposed by Liao and Whitman (1986), 246 Cetin (2000), Idriss (2000), and Lasley et al. (2016) (Eq. 2) for two different earthquake scenarios: 247 (a) M 5.5 and amax = 0.1g, and (b) M 7.5 and amax = 0.3g. Note: Liao and Whitman (1986) 248 relationship is only a function of depth; Idriss (1999) and Lasley et al. (2016) (Eq. 2) are only 249 dependent on M and depth; and Cetin (2000) is dependent on M, amax, and depth. 250 251 3.2 Magnitude Scaling Factor: MSF 252
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