Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

<div>Comparison of ductility demand under D and K + D earthquakes. (a) Under biaxial input ground motions. (b) Under triaxial input ground motions.</div>

Shock and Vibration

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Figure 5

Figure 5: Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes 