Research Article
Comparative Study on Dynamic Response of Deck Pavement of Two Kinds of Box Girder Bridges under Moving Loads
Table 1
Basic material parameters.
| Pavement architecture | Elastic modulus (MPa) | Poisson’s ratio | Density (kg·m−3) | Coefficient of linear expansion (K−1) | Damping ratio |
| C30 concrete | 3.0 × | 0.2 | 2400 | 1.0 × | 0.05 | C50 concrete | 3.45 × | 0.2 | 2500 | 1.0 × | 0.05 | 15.24 stranded wire | 2.0 × | 0.3 | 7800 | 1.0 × | 0.05 | Q345D steel | 2.1 × | 0.3 | 7850 | 1.0 × | 0.05 |
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