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

<div>Arrangement of steel bars in bridge columns (unit: mm). (a) Arrangement of steel bars in the section. (b) Arrangement of steel bars in the mesh area with length <i>L</i><sub>p</sub>.</div>

Shock and Vibration

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Figure 5

Figure 5: Seismic Design of Bridges against Near-Fault Ground Motions Using Combined Seismic Isolation and Restraining Systems of LRBs and CDRs 