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

Table 14

Overlap ratio index of each modal frequency with the average absolute value of relative errors.

Mode	Vertical; model shape			Transverse; model shape		Longitudinal model shape
	1	2	3	1	2	1
	0.736	0.782	0.821	0.778	0.451	0.573