Fig. 4From: Damage characterization and resilience optimization of reinforced concrete bridge piers under vehicle impacta. Residual capacities showing inflexion point for Vehicle Class 5. b. Residual capacities showing inflexion point for Vehicle Class 6. c. Residual capacities showing inflexion point for Vehicle Class 7. d. Residual capacities showing inflexion point for Vehicle Class 8Back to article page