Research Article
Seismic Design of Bridges against Near-Fault Ground Motions Using Combined Seismic Isolation and Restraining Systems of LRBs and CDRs
Table 1
Earthquake risk levels for PGA.
| Specification | E1 (small earthquake) | Design earthquake (medium earthquake) | E2 (rare earthquake) |
| Guidelines for seismic design of highway bridge (JTG/TB02-01-2008) | 0.2 g | 0.4 g | 0.68 g | Code for seismic design of urban bridge (CJJ166-2011) | 0.24 g | 0.4 g | 0.62 g | Code for seismic design of buildings (GB50011-2010) | 0.14 g | 0.4 g | 0.62 g | Code for seismic design of urban rail transit structures (GB50909-2014) | 0.14 g | 0.4 g | 0.62 g | Code for seismic design of railway engineering (GB50111-2006, 2009 local revised edition) | 0.16 g | 0.4 g | 0.64 g |
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Note. Importance coefficient has been corrected according to the situation of this bridge.
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