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Advances in Bridge Engineering
Fig. 7 | Advances in Bridge Engineering

Fig. 7

From: Damage characterization and resilience optimization of reinforced concrete bridge piers under vehicle impact

Fig. 7

a. Residual capacities showing inflexion points for Vehicle Class 5 using probability of failure (Pf). b. Residual capacities showing inflexion points for Vehicle Class 6 using probability of failure (Pf). c. Residual capacities showing inflexion points for Vehicle Class 7 using probability of failure (Pf). d. Residual capacities showing inflexion points Vehicle Class 8 using probability of failure (Pf)

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