KCF-Based Identification Approach for Vibration Displacement of Double-Column Bents under Various Earthquakes

Table 1

All test cases for the test model.

Case number	Seismic waves	Inputting direction	PGA/g
1	Chi-Chi wave	Transverse direction (Y)	0.10
2			0.20
3			0.30
4			0.40
5			0.50
6			0.60
7			0.68
8			0.80
9			0.90
10	Artificial wave	Transverse direction (Y)	0.68
11	EI-Centro wave	Transverse direction (Y)	0.68
12	Mexico-City wave	Transverse direction (Y)	0.68