Fig. 3From: Conditional simulation of non-stationary spatially variable ground motions for long-span bridges across non-uniform site conditionsComparison of auto-correlation functions in the numerical example: a R22(t1, t2) at t1 = 2 s, b R33(t1, t2) at t1 = 4 s, c R55(t1, t2) at t1 = 6 s, and d R66(t1, t2) at t1 = 8 sBack to article page