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 architectureElastic modulus (MPa)Poisson’s ratioDensity (kg·m−3)Coefficient of linear expansion (K−1)Damping ratio

C30 concrete3.0 × 0.224001.0 × 0.05
C50 concrete3.45 × 0.225001.0 × 0.05
15.24 stranded wire2.0 × 0.378001.0 × 0.05
Q345D steel2.1 × 0.378501.0 × 0.05