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Advances in Bridge Engineering
Fig. 14 | Advances in Bridge Engineering

Fig. 14

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

Fig. 14

Comparison between the estimated and target coherences in the Jiuzhou bridge case: a Coherence γ12 with d = 85 m, b Coherence γ13 with d = 212.5 m, c Coherence γ14 with d = 480.5 m, d Coherence γ15 with d = 608 m, and e Coherence γ16 with d = 693 m

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