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

Table 1

Structural parameters of the bridge structures.

Structural Parameter	QiaoShi Bridge	HuaYuan Bridge	DaiJiaShan Bridge	JinTangPing Bridge
Cross-sectional design	T-beam	T-beam	T-beam	Hollow-slab beam
Structural design	Simply supported beam	Continuous beam	Continuous beam	Continuous beam
Bridge deck width (m)	12.9	12.9	16.8	16.25
Span (m)	50	3×25	5×30	3×20
Number of main beams	6	6	7	13
Beam width (m)	2.15	2.15	2.4	1.25
Height of main beams (m)	2.8	1.7	2	0.95