Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings

Table 2

Pushover results of the bents.

Bent no.	Yield displacement (mm)		Displacement ductility capacities		Maximum horizontal force (kN)
	Longitudinal	Transverse	Longitudinal	Transverse	Longitudinal	Transverse
1	40	10	6.90	2.67	1022	1025
2	60	15	7.00	3.05	765	767
3	80	20	7.48	3.17	653	654
4	100	25	5.88	2.79	619	619
5	100	25	6.40	2.88	608	608