Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings

Table 3

Calculated residual relative displacement between two adjacent decks.

Position		Longitudinal (mm)	Transverse (mm)
Abutment 0	Right side	64.7	24.8
	Left side	83.4	43.7
Bent 3	Right side	2.0	110.4
	Left side	22.3	87.0
Abutment 6	Right side	66.1	35.9
	Left side	58.5	28.8