Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement

Figure 15

Comparison of computed and measured time-series curves of the deflection of the bridges.

(a) QiaoShi Bridge (50m simply supported T beam)

(b) HuaYuan Bridge (25m continuous T beam)

(c) DaiJiaShan bridge (30m continuous T beam)

(d) JinTangPing Bridge (20m continuous hollow-slab beam)