Fig. 12From: Collapse Vulnerability and Fragility Analysis of Substandard RC Bridges Rehabilitated with Different Repair Jackets Under Post-mainshock Cascading EventsIDA results (maximum drift) of the studied bridge under severe MS-severe AS sequence: ensemble 1 records a unrepaired, b CFRP, c conventional steel, and d hybrid; ensemble 2 records e unrepaired, f CFRP, g conventional steel, h hybrid jacket.Back to article page