Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

<div>Hysteretic shear-axial interaction representation. (a) Quatrilinear symmetric envelope curve. (b) Shear stiffness transitions due to axial force variation.</div>

Shock and Vibration

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Figure 1

Figure 1: Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes 