Seismic Fragility Analysis of Multispan Reinforced Concrete Bridges Using Mainshock-Aftershock Sequences

Table 3

Capacity estimates for pier and bearing components.

Component	Slight		Moderate		Extensive		Complete
	Reinforced concrete pier	1.4	0.45	2.5	0.47	3.7	0.66	5.85	0.61
Bearing (displacement) (mm)	20	0.51	100	0.68	150	0.76	200	0.65