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

Figure 11

The seismic performance evaluation of the HSR bridge line.

(a) The seismic performance of the HSR bridge line under the 7-degree design earthquake (0.15 g)

(b) The seismic performance of the HSR bridge line under the 7-degree high-level earthquake (0.32 g)

(c) The seismic performance of the HSR bridge line under the 8-degree low-level earthquake (0.10 g)

(d) The seismic performance of the HSR bridge line under the 9-degree low-level earthquake (0.40 g)