Table 1 Values of the F(PGA) as a function of site classes and PGAref according to the (CSA 2014)
From: Scenario-based earthquake damage assessment of highway bridge networks
PGAref | F(PGA) (A) | F(PGA) (B) | F(PGA) (C) | F(PGA) (D) | F(PGA) (E) |
|---|---|---|---|---|---|
≤0.1 | 0.62 | 0.71 | 1 | 1.29 | 1.81 |
0.2 | 0.66 | 0.75 | 1 | 1.10 | 1.23 |
0.3 | 0.68 | 0.78 | 1 | 0.99 | 0.98 |
0,.4 | 0.7 | 0.8 | 1 | 0.93 | 0.83 |
≥0.5 | 0.71 | 0.81 | 1 | 0.88 | 0.74 |