Cumulative Damage Evaluation of RC Bridge Piers subjected to Multiple Earthquakes

Table 2

Static response characteristics.

Parameters	Pier 6	Pier 7	Pier 8
Applied axial force (kN)	2395	2830	3180
Lateral force capacity (kN)	2030	1645	2065
Yield displacement (mm)	32	62	32
Yield curvature (1/m)	0.00342	0.00489	0.00344