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

<div>Fragility contour maps of pier 1 (a) at pristine condition, (b) at 100 years after construction in shallow water, and (c) at 100 years after construction in deep water.</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Life-Cycle Seismic Fragility Assessment of Existing RC Bridges Subject to Chloride-Induced Corrosion in Marine Environment 