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International Journal of Concrete Structures and Materials
Fig. 2 | International Journal of Concrete Structures and Materials

Fig. 2

From: Collapse Vulnerability and Fragility Analysis of Substandard RC Bridges Rehabilitated with Different Repair Jackets Under Post-mainshock Cascading Events

Fig. 2

Repair jacket application on mainshock-damaged single column RC bridge pier, a bridge pier subjected to mainshock-aftershock sequence; b bridge pier at incipient collapse after the mainshock with/without repair jacket in the plastic hinge region, and c representative lateral force–displacement relationship of a bridge bent in the original, unrepaired and repaired condition.

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