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Fig. 7 | Advances in Bridge Engineering

Fig. 7

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

Fig. 7

Comparison between the estimated and target coherences in the numerical example: a coherence γ12 with d = 50 m, b coherence γ23 with d = 200 m, c coherence γ24 with d = 400 m, d coherence γ25 with d = 600 m, e coherence γ26 with d = 800 m, and f coherence γ27 with d = 850 m

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