Seismic Study of Skew Bridge Supported on Laminated-Rubber Bearings

Table 5

Percentages of decrease in the maximum residual displacements of bearings.

Position	Stiffness of cable restrainers
	1.25 kN/mm (%)	2.5 kN/mm (%)	5 kN/mm (%)	10 kN/mm (%)
Abutment 0	31.3	27.5	57.5	85.0
Bent 3	30.1	28.9	76.5	91.6
Abutment 6	66.4	89.6	82.8	88.8
Average value	42.6	48.7	72.3	88.5