A New Insight to Vibration Characteristics of Spans under Random Moving Load: Case Study of 38 Bridges in Ho Chi Minh City, Vietnam

Table 4

The numerical simulation using finite element method at Ben Noc bridge.

Number	Vibration types	Simulation results by FEM
		Frequency (Hz)	Errors compared to measurement	Figure
1	Bending	5.02	0.4
2	Bending-torsion	6.57	0
3	Torsion	7.15	2.14