Research Article
Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge
Table 4
Seismic waves amplitude modulation coefficient.
| M | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| Wave 1 | 7.3 | 14.6 | 21.8 | 29.1 | 36.4 | 43.7 | 51.0 | 58.3 | 65.5 | 72.8 | Wave 2 | 11.8 | 23.5 | 35.3 | 47.0 | 58.8 | 70.6 | 82.3 | 94.1 | 105.8 | 117.6 | Wave 3 | 3.5 | 7.0 | 10.5 | 14.0 | 17.6 | 21.1 | 24.6 | 28.1 | 31.6 | 35.1 | Wave 4 | 1.0 | 2.0 | 2.9 | 3.9 | 4.9 | 5.9 | 6.9 | 7.8 | 8.8 | 9.8 | Wave 5 | 4.0 | 8.1 | 12.1 | 16.2 | 20.2 | 24.3 | 28.3 | 32.4 | 36.4 | 40.5 | Wave 6 | 3.6 | 7.2 | 10.8 | 14.4 | 18.0 | 21.6 | 25.2 | 28.8 | 32.4 | 36.0 | Wave 7 | 0.7 | 1.5 | 2.2 | 2.9 | 3.7 | 4.4 | 5.1 | 5.9 | 6.6 | 7.3 | Wave 8 | 2.7 | 5.4 | 8.2 | 10.9 | 13.6 | 16.3 | 19.0 | 21.8 | 24.5 | 27.2 | Wave 9 | 10.9 | 21.8 | 32.7 | 43.6 | 54.5 | 65.4 | 76.3 | 87.2 | 98.1 | 109.0 | Wave 10 | 2.2 | 4.5 | 6.7 | 8.9 | 11.1 | 13.4 | 15.6 | 17.8 | 20.0 | 22.3 | Wave 11 | 10.8 | 21.5 | 32.3 | 43.0 | 53.8 | 64.5 | 75.3 | 86.0 | 96.8 | 107.6 | Wave 12 | 10.1 | 20.3 | 30.4 | 40.6 | 50.7 | 60.8 | 71.0 | 81.1 | 91.2 | 101.4 |
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