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

Figure 12

Computed time-series curves of the midspan 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)