Research Article
Dynamic Amplification Factor of Shear Force on Bridge Columns under Impact Load
Table 3
The calculated DAFs of shear force based on proposed practical formula.
| Method | Right triangle | Isosceles triangle | Rectangle | td/T1 = 1 | td/T1 = 10 | td/T1 = 1 | td/T1 = 10 | td/T1 = 1 | td/T1 = 10 |
| IMCTB | 1.69 | 2.23 | 1.26 | 1.0 | 2.25 | 2.25 | FE | 1.69 | 2.17 | 1.27 | 1.0 | 2.22 | 2.15 |
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