Research Article

Quantitative Definition of Seismic Performance Levels for Precast Bridge Piers with Continuous Reinforcement

Table 1

Performance requirements in CHBDC codes (CAN/CSA-S6-06).

Return periodBridge
Lifeline (type III)Emergency route (type II)Others (type I)

Small to moderate earthquake (100-year RP)All traffic
Immediate use
All traffic
Immediate use
All traffic
Immediate use
Design earthquake (500-year RP)All traffic
Immediate use
Emergency vehicles
Immediate use
Repairable damage
Large earthquake (2500-year RP)Emergency vehicles
Immediate use
Repairable damageNo collapse