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

Table 5

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

Intensity (g)	Pier 1		Pier 2		Pier 3		Pier 4
	xp	xp + ys	xp	xp + ys	xp	xp + ys	xp	xp + ys
0.45	1.0	1.3	2.9	3.3	0.1	0.2	1.7	2.3
0.60	1.2	1.6	3.4	3.9	0.1	0.2	2.2	2.9
0.96	3.3	4.0	4.3	5.1	0.2	0.3	3.5	4.0
1.14	5.4	6.1	6.0	6.9	0.2	0.3	5.2	5.9