Dynamic Response of Bridge-Landslide Parallel System under Earthquake

Table 5

Correlation coefficient of measuring points of pier column at mountainside and riverside under different working conditions.

Case 7 (0.1 g)
	DA2	DA21	DA24
DA4	0.8815	0.96271	0.86511
DA5	0.82448	0.92728	0.92411
DA10	0.71416	0.86735	0.9443
Case 9 (0.2 g)
	DA2	DA21	DA24
DA4	0.96572	0.99161	0.98325
DA5	0.95939	0.9821	0.98709
DA10	0.95505	0.97811	0.98955
Case 11 (0.4 g)
	DA2	DA21	DA24
DA4	0.98185	0.97765	0.92489
DA5	0.96234	0.99349	0.98429
DA10	0.9187	0.97554	0.99683

Because these values are the largest in each row, they reflect some characteristics of the correlation law between the two sensors. And this feature is also described in detail in this text. Therefore, these values are bold.