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 m | 1.00 | 1.21 | 3.17 | 6.17 | 10 m | 1.00 | 1.21 | 3.06 | 6.06 | 12 m | 1.00 | 1.21 | 3.02 | 6.02 | 13 m | 1.00 | 1.21 | 3.00 | 6.00 | 15 m | 1.00 | 1.21 | 2.98 | 5.98 | 17 m | 1.00 | 1.21 | 2.96 | 5.96 | 18 m | 1.00 | 1.21 | 2.95 | 5.95 | 20 m | 1.00 | 1.21 | 2.87 | 5.87 | 21 m | 1.00 | 1.21 | 2.80 | 5.80 | 22 m | 1.00 | 1.21 | 2.73 | 5.73 | 23 m | 1.00 | 1.21 | 2.66 | 5.66 |
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