Experimental and Numerical Study on the Earthquake Damage of Spherical Bearings for Chinese High-Speed Railway Bridge

Table 6

Maximum relative displacement (unit: mm) between each pier and continuous girder under different experimental earthquake intensities (in y direction).

Intensity (g)	Pier 1		Pier 2		Pier 3		Pier 4
	yp	yp + xs	yp	yp + xs	yp	yp + xs	yp	yp + xs
0.45	0.6	0.8	1.7	2.0	0.1	0.1	1.0	1.4
0.60	0.7	1.0	2.0	2.3	0.1	0.1	1.3	1.7
0.96	2.0	2.4	2.6	3.1	0.1	0.2	2.1	2.4
1.14	3.2	3.7	3.6	4.1	0.1	0.2	3.1	3.5