Performance-Based Seismic Fragility and Risk Assessment of Five-Span Continuous Rigid Frame Bridges

Table 8

Longitudinal and transverse risk probability of key sections of piers during the design reference period.

Direction	Slightly damaged (%)	Moderately damaged (%)	Severely damaged (%)	Completely damaged (%)
Longitudinal	33.92	8.89	3.29	2.12
Transverse	1.71	0.50	0.20	0.14