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International Journal of Concrete Structures and Materials
Fig. 9 | International Journal of Concrete Structures and Materials

Fig. 9

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

Fig. 9Fig. 9

Comparison of numerical models versus different experimental test specimens: a RC column with lap-spliced reinforcement under cyclic load reversals, b RC column under cyclic load reversals (Saatcioglu and Grira 1999), c RC column under shake table test (PEER 2010), d concrete-filled steel tube column under cyclic load reversals (Marson and Bruneau 2004), e full scale bridge shake table test (Pinto et al. 1996), f A2, g A4, h A8; and i A10 column specimens (Kunnath et al. 1997).

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