Figure 8From: Interval modulation of recurrent slow slip events by two types of earthquake loadingCalculation results of the temporal evolution of the SSE recurrence intervals for model 3 with the shear stress load as large as 0.1 MPa. We test three periods of the stress load: 250, 150, and 50 years before the earthquake occurrence in the no-stressed case. The ‘150-year’ case (orange squares) is the same result as the ‘stressed’ case in Figure 7.Back to article page