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

Table 4

Maximum tensile strain of concrete and reinforcement bar at each bottom of the pier for the experimental test and FE model.

Comparison	Pier number	Test	Calculation	Error (%)
Maximum tensile strain concrete (με)	1	59.7	88.84	48.91
	2	53.3	44.67	−16.19
	3	40.8	50.12	22.84
	4	59.1	79.20	34.01
Maximum tensile strain reinforcement bar (με)	1	86.2	96.84	12.34
	2	69.3	76.65	10.61
	3	56.2	42.63	−24.15
	4	85.1	97.32	14.36