Life-Cycle Seismic Fragility Assessment of Existing RC Bridges Subject to Chloride-Induced Corrosion in Marine Environment

<div>Distribution and mean value of the percentage mass loss of reinforcement at different years in (a) tidal zone, (b) atmospheric zone, (c) submerged zone, and (d) splash zone.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Life-Cycle Seismic Fragility Assessment of Existing RC Bridges Subject to Chloride-Induced Corrosion in Marine Environment 