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

Figure 13

Time-dependent fragility curves of (a) shear keys at abutment, (b) shear keys at pier 1, (c) shear keys at pier 3, (d) PTFE sliding bearings at abutment, (e) rubber bearings at pier 1, and (f) rubber bearings at pier 3 under different water region.

(a)

(b)

(c)

(d)

(e)

(f)