Table 2 Seismic wave input.
No. | Test condition number | Seismic wave type | Seismic wave acceleration |
|---|---|---|---|
1 | Original structure | EL-Centro | 0.2g~1.0g |
2 | Taft | 0.2g~1.0g | |
3 | Lanzhou artificial wave | 0.2g~1.0g | |
4 | Work condition 1 | EL-Centro | 0.2g~1.0g |
5 | Taft | 0.2g~1.0g | |
6 | Lanzhou artificial wave | 0.2g~1.0g | |
7 | Work condition 2 | EL-Centro | 0.2g~1.0g |
8 | Taft | 0.2g~1.0g | |
9 | Lanzhou artificial wave | 0.2g~1.0g | |
10 | Work condition 3 | EL-Centro | 0.2g~1.0g |
11 | Taft | 0.2g~1.0g | |
12 | Lanzhou artificial wave | 0.2g~1.0g | |
13 | Work condition 4 | EL-Centro | 0.2g~1.0g |
14 | Taft | 0.2g~1.0g | |
15 | Lanzhou artificial wave | 0.2g~1.0g |
