Rapid and accurate post‐earthquake damage evaluation of regional reinforced concrete
(RC) bridges is a key issue for assessing the seismic resilience of cities and communities …

Corrosion of steel reinforcements is a major factor that will adversely affect the seismic
performance of the reinforced concrete (RC) columns. This paper investigates the …

This paper systematically reviewed 84 journal articles published from 2010 to 2020 and
structured the reviewed literature using the following categories: year-wise number of …

Reinforced concrete (RC) structures located in aggressive environment, for example, RC
bridge piers close to the sea and experiencing chloride attacks, may be exposed to an …

Corrosion of steel reinforcements is a major factor causing seismic performance
deterioration of reinforced concrete (RC) bridges. More critically, corrosion could induce …

The current paper provides modelling guidelines for nonlinear analysis and fragility
assessment of corrosion-damaged reinforced concrete (RC) structures. A systematic …

Ageing structures located in moderate to high seismicity regions are exposed to multiple
natural stressors during their lifetime. Large earthquake events coupled with environmental …

This paper experimentally investigates the effects of corrosion and axial load on the seismic
performance of reinforced concrete (RC) short pier columns. In this study, five RC columns …

A comprehensive probabilistic assessment framework and methodology for evaluating the
seismic resilience of in-service bridge structures have been developed, utilizing a …

Reinforcement corrosion is identified as a major cause of premature deterioration of
reinforced concrete (RC) structures and infrastructure. Coupling effects of seismic actions …