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

Table 2

Experimental samples.

	Input variables				MAC
	(10^7)	(10^7)	(10^7)
1	1.00	1.00	100.00	0.57	0.72	0.98	0.84
2	79.71	43.57	22.86	0.57	0.66	0.78	0.76
3	100.00	68.25	100.00	0.69	0.93	0.32	0.89
28	76.74	1.00	1.00	0.81	0.63	0.97	0.97
29	75.25	32.19	62.88	0.81	0.64	0.63	0.75
30	1.00	26.74	73.77	0.64	0.84	0.66	0.85

Note: “” is the number of the samples.