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

Table 7

Minimum seating length provided by cap girder (unit: cm).

Site category	I	II	III	IV
Minimal support length	30	30	70	100
Note	“08 guidelines” design: 70 + 0.5L (cm), where L is the span (m)

Note. For bridges within 10 km of an active fault, a magnifying factor of 2.0 is applied.