Dynamic Reliability Prediction of Bridges Based on Decoupled SHM Extreme Stress Data and Improved BDLM

Table 4

Kendall rank correlation test.

Correlation test			Temperature load effects’ data	Vehicle load effects’ data
Kendall’s tau_b	Temperature load effects’ data	Correlation coefficient	1.000	0.016
		Sig. (two-tailed)	0	0.835
		N	83	83
	Vehicle load effects’ data	Correlation coefficient	0.016	1.000
		Sig. (two-tailed)	0.835	0
		N	83	83