Lateral Seismic Response and Self-Centering Performance of a Long-Span Railway Continuous Beam-Arch Bridge

Table 7

The relative displacement and residual displacement between pier and girder under different analysis cases (mm).

Position	Relative displacement			Residual displacement
	Case 1	Case 2	Case 3	Case 1	Case 2	Case 3
Abutment	120	19	38	29.01	3.74	0.027
Pier	106	42	54	28.61	4.82	0.063