High-Speed Train-Track-Bridge Dynamic Interaction considering Wheel-Rail Contact Nonlinearity due to Wheel Hollow Wear

Table 2

The peak values of bridge displacement.

Operating mileage (×10^4 km)	Midspan		Left-side span		Right-side span
	Vertical	Lateral	Vertical	Lateral	Vertical	Lateral
0	3.6364	0.1022	1.9590	0.0606	1.9838	0.0672
8.3	3.6353	0.1037	1.9593	0.0563	1.9840	0.0608
13.2	3.6357	0.1028	1.9593	0.0558	1.9840	0.0606
16.9	3.6357	0.1011	1.9593	0.0558	1.9839	0.0603
19.2	3.6357	0.1037	1.9593	0.0558	1.9836	0.0625