Seismic Fragility Analysis of Multispan Continuous Girder Bridges with Varying Pier Heights considering Their Bond-Slip Behavior

Table 3

Damage indexes of five piers.

Pier NO.	Height (m)	Curvature at the first yield	Effective yield curvature	Curvature at compressive strain in concrete is 0.004.	Ultimate curvature
1^# pier	9.68	0.00101	0.00121	0.00218	0.00511	1	1.199	1.482	4.482
2^# pier	36.44	0.00104	0.00125	0.00223	0.00516	1	1.203	1.276	4.276
3^# pier	35.07	0.00104	0.00125	0.00223	0.00515	1	1.203	1.259	4.259
4^# pier	9.17	0.00100	0.00120	0.00216	0.00509	1	1.198	1.485	4.485
5^# pier	16.55	0.00103	0.00124	0.00221	0.00516	1	1.200	1.456	4.456