Fig. 8From: Reduced T-shaped soil domain for nonlinear dynamic soil-bridge interaction analysisTime history of the acceleration at the soil-bedrock interface (top) and pier base (middle) and of the displacement at the pier top (bottom), in the direction of the longitudinal axis of the bridge, for a predominant frequency of the input signal fq = 3.3 Hz (a) and fq = 2.2 Hz (b), in linear regimeBack to article page