Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

<div>Transverse hysteretic response of the flexure-shear-axial interaction model subjected to triaxial input ground motions of D and K + D earthquakes. (a) Pier 6. (b) Pier 8.</div>

Shock and Vibration

fig9

Figure 9

Figure 9: Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes 