Research Article
Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation
Table 3
Peak responses of shear forces.
| | Location | Uniform | Nonuniform (400 m/s) | Nonuniform (200 m/s) | | Time (s) | Force (kN) | Time (s) | Force (kN) | Time (s) | Force (kN) |
| | Left bearing | 3.74 | 41.9 | 4.7 | 41.9 | 8.2 | 41.9 | | Middle bearing | 2.34 | 168.0 | 3.02 | 168.0 | 4.02 | 168.0 | | Right bearing | 3.74 | 41.9 | 5.08 | 41.9 | 7.10 | 41.9 |
|
|
