Journal
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
Volume 40, Issue 15, Pages 1671-1687Publisher
WILEY
DOI: 10.1002/eqe.1108
Keywords
reinforced concrete structures; reliability; seismic hazard; airborne chloride; hazard assessment; rebar buckling
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Funding
- Kajima Foundation
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Over the last two decades, the probabilistic assessment of reinforced concrete (RC) structures under seismic hazard has been developed rapidly. However, little attention has been devoted to the assessment of the seismic reliability of corroded structures. For the life-cycle assessment of RC structures in a marine environment and earthquake-prone regions, the effect of corrosion due to airborne chlorides on the seismic capacity needs to be taken into consideration. Also, the effect of the type of corrosive environment on the seismic capacity of RC structures has to be quantified.
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