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

Table 2

The distance between the key section and the bottom of the pier (unit: m).

	Section A	Section B	Section C	Section D
1#	84	80	6.5	0
2#	154	150	6.5	0
3#	154	150	6.5	0
4#	110	106	6.5	0