Research Article
Dynamic Amplification Factor of Shear Force on Bridge Columns under Impact Load
Table 2
Parameters of bridge columns.
| | No. | Length (m) | Height/diameter (m) | Width (m) | Slenderness ratio | Fundamental period T1 (s) | Duration time, td (s) | td/T1 |
| | C06 | 5 | 0.6 | — | 16.7 | 0.0146 | 0.015 | 1.03 | | H14 | 5 | 1.4 | 0.5 | 6.19 | 0.0072 | 0.007 | 0.97 | | C10 | 5 | 1.0 | — | 10 | 0.0096 | 0.010 | 1.04 |
|
|
