Research Article
A Rapid Detection Method for Bridges Based on Impact Coefficient of Standard Bumping
Table 11
Parameters and analysis of simply supported hollow-slab bridges by static load testing.
| | Bridge name | Width
(m) | Span
(m) | Frequency
(Hz) | Front axle displacement
(mm) | Rear axle displacement (mm) | Total displacement (mm) |
| | Luanhe Bridge | 10.0 | 19.0 | 5.11 | 0.32 | 1.83 | 2.15 | | Tatou Bridge | 12.0 | 17.4 | 6.13 | 0.15 | 0.93 | 1.08 | | Cichang Bridge | 12.4 | 13.0 | 6.77 | 0.15 | 1.43 | 1.58 | | Xiazhuang Bridge | 7.5 | 10.0 | 10.44 | 0.04 | 1.18 | 1.22 | | Xieliangkou Bridge | 10.1 | 13.0 | 8.26 | 0.11 | 0.97 | 1.08 |
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