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

Figure 13

Computed time series of the midspan acceleration 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)