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

Table 4

Displacement response of seismically isolated bridge.

Pier location	Girder displacement (m)	Bearing displacement (m)	Pier displacement (m)	Bearing shear strain	Drift ratio of the pier (%)
1	0.381	0.342	0.110	2.38	2.05
2	0.381	0.296	0.132	2.06	1.44
3	0.381	0.296	0.131	2.05	1.48
4	0.371	—	0.035	—	0.40
5	0.371	0.287	0.110	1.99	1.46
6	0.371	0.286	0.110	1.99	1.47
7	0.371	0.341	0.021	2.37	0.35
8	0.371	0.291	0.121	2.02	1.39
9	0.371	—	0.044	—	0.47
10	0.381	0.297	0.130	2.06	1.42
11	0.381	0.296	0.130	2.06	1.39
12	0.381	0.293	0.117	2.04	1.56