Fig. 13From: V S30, slope, H 800 and f 0: performance of various site-condition proxies in reducing ground-motion aleatory variability and predicting nonlinear site responseSimilar to Fig. 10, but for the one-SCP model—using slope as site-condition proxy. Stiff site corresponds to slope = 0.117 m/m, soft site to slope = 0.015 m/mBack to article page