Fig. 9From: Using ambient vibration measurements for risk assessment at an urban scale: from numerical proof of concept to Beirut case study (Lebanon)Comparison of the variation of predicted rock-to-soil damage increment for class 3 buildings as a function of the structure-to-soil frequency ratio in the linear (blue) and nonlinear (red) cases, for four values of PGA and considering a velocity contrast c = 10Back to article page