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

Figure 6

The time history responses of the HSR piers.

(a) 10 m pier at PGA=0.1 g

(b) 10 m pier at PGA=1.0 g

(c) 22 m pier at PGA=0.1 g

(d) 22 m pier at PGA=1.0 g