Seismic Design of Bridges against Near-Fault Ground Motions Using Combined Seismic Isolation and Restraining Systems of LRBs and CDRs

Table 2

Mechanical characteristics of bearings.

Location	Type	K1 (kN/m)	K2 (kN/m)	Fy (kN)	[F] (kN)
Abutment	GYZF4D400 × 60	2094	0	46	1195
Expansion joint	GYZF4D400 × 38	3306	0	46	1195
Pier	Y4Q770 × 232	14900	2300	216	4300