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

Table 15

Overlap ratio index of each modal frequency without the average absolute value of relative errors.

Mode	Vertical; model shape			Transverse; model shape		Longitudinal model shape
	1	2	3	1	2	1
	0.896	0.857	0.816	0.805	0.810	0.821