Earthquake Influence on the Rail Irregularity on High-Speed Railway Bridge

Table 3

Maximum absolute acceleration and displacement at each top of the pier for the experimental test and FE model.

Comparison	Pier number	Test	Calculation	Error (%)
Maximum acceleration (g)	1	0.59	0.62	10.17
	2	0.59	0.55	−6.78
	3	0.44	0.48	9.09
	4	0.60	0.69	15.00
Maximum displacement (mm)	1	16.23	17.12	5.48
	2	5.12	5.61	9.57
	3	25.21	26.79	6.27
	4	11.87	13.03	9.77