Research Article
Seismic Fragility Analysis of Multispan Reinforced Concrete Bridges Using Mainshock-Aftershock Sequences
Figure 5
Fragility curves of bearing displacement at four damage states under mainshock and MS-AS sequences: (a) slight; (b) moderate; (c) extensive; (d) complete.
(a) |
(b) |
(c) |
(d) |