Research Article
Study on the Dynamic Response of Composite Box Girder Bridges with Corrugated Steel Webs
Table 7
Strain dynamic impact coefficient of each measuring point of the composite box girder when L = 1.0 m.
| Measuring point | Good | Normal | Poor |
| 1 | 0.111 | 0.324 | 0.597 | 2 | 0.122 | 0.326 | 0.611 | 3 | 0.131 | 0.353 | 0.674 | 4 | 0.135 | 0.361 | 0.735 | 5 | 0.128 | 0.334 | 0.633 | 6 | 0.117 | 0.336 | 0.623 | 7 | 0.119 | 0.335 | 0.634 | 8 | 0.122 | 0.336 | 0.661 | 9 | 0.123 | 0.337 | 0.652 |
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