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

Table 6

Experimental samples.

	Input parameters				Frequencies
	1	3.45	20.71	15.00	12.08	0.347	0.505	0.797	0.377	0.531	0.878	0.585
2	3.57	25.00	5.00	18.42	0.355	0.508	0.797	0.411	0.615	0.886	0.585
3	3.80	19.37	5.00	5.00	0.362	0.512	0.799	0.311	0.423	0.875	0.585
⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮	⋮
43	3.80	17.22	15.00	8.98	0.361	0.512	0.799	0.360	0.492	0.869	0.585
44	3.80	15.00	5.00	20.00	0.362	0.512	0.799	0.423	0.636	0.861	0.585
45	3.80	25.00	5.00	11.34	0.362	0.512	0.799	0.380	0.526	0.886	0.585

Note: are the values of  , and ; are the frequencies of 1st–3rd vertical mode, 1st-2nd transverse mode, 1st longitudinal mode, and 1st torsion mode.