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Fig. 4 | Advances in Bridge Engineering

Fig. 4

From: Conditional simulation of non-stationary spatially variable ground motions for long-span bridges across non-uniform site conditions

Fig. 4

Comparison of cross-correlation functions in the numerical example: a R12(t1, t2) at t1 = 3 s, b R24(t1, t2) at t1 = 3 s, c R27(t1, t2) at t1 = 3 s, d R13(t1, t2) at t1 = 7 s, e R34(t1, t2) at t1 = 7 s, and f R37(t1, t2) at t1 = 7 s

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