Seismic Performance Evaluation of Typical Piers of China’s High-Speed Railway Bridge Line Using Pushover Analysis

Figure 5

Fragility curves of the piers obtained by the Pushover and IDA methods.

(a) 10 m

(b) 12 m

(c) 15 m

(d) 17 m

(e) 21 m

(f) 23 m