Seismic Performance of Offshore Piers under Wave Impact and Chloride Ion Corrosion Environment

<div>Frequency distribution histogram and fitting lognormal distribution of corrosion start time of steel bar under different cover thickness. (a) The thickness of concrete cover <i>c</i> = 40 mm. (b) The thickness of concrete cover <i>c</i> = 50 mm. (c) The thickness of concrete cover <i>c</i> = 60 mm.</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Seismic Performance of Offshore Piers under Wave Impact and Chloride Ion Corrosion Environment 