A Multiscale Finite Element Model Validation Method of Composite Cable-Stayed Bridge Based on Structural Health Monitoring System

Table 10

Sample data of measured frequencies.

	Vertical; frequencies			Transverse; frequencies		Longitudinal frequencies
	1	2	3	1	2	1
1	0.378	0.503	0.757	0.378	0.481	0.874
2	0.376	0.503	0.759	0.376	0.481	0.874
3	0.376	0.503	0.757	0.376	0.481	0.857
717	0.365	0.482	0.746	0.376	0.489	0.845
718	0.376	0.503	0.767	0.376	0.503	0.815
719	0.376	0.503	0.762	0.376	0.503	0.84
720	0.376	0.503	0.767	0.376	0.503	0.835