Research Article

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

Table 3

The damage state limits of the HSR piers with different heights.

Height of the pier

7 m1.001.213.176.17
10 m1.001.213.066.06
12 m1.001.213.026.02
13 m1.001.213.006.00
15 m1.001.212.985.98
17 m1.001.212.965.96
18 m1.001.212.955.95
20 m1.001.212.875.87
21 m1.001.212.805.80
22 m1.001.212.735.73
23 m1.001.212.665.66