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Abstract
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This paper investigates the seismic performance and vulnerability of multi-span Reinforced Concrete (RC)
bridges with unequal height piers exposed to varied corrosion damage scenarios. An advanced three-dimensional
nonlinear finite element modelling technique is developed and verified with available experimental results of a
reference shake table test on a large-scale RC bridge. In addition to the pristine state of the reference bridge,
various hypothetical corrosion scenarios, including the symmetrical and asymmetrical corrosion of piers, are
considered. Several nonlinear analyses, including the pushover and Incremental Dynamic Analysis (IDA)
approach, are performed to evaluate the seismic behaviour and vulnerability of hypothetical RC bridge specimens. The influence of symmetrical and asymmetrical corrosion of piers on nonlinear dynamic behaviour and
failure mechanism (both in the global and local scales) of studied bridges are then discussed. Finally, the IDA
results are used to develop time-dependent fragility curves. The analyses show that seismic vulnerability of a
deteriorated irregular multi-span RC bridge crucially depends on the corrosion scenario of its piers, where the
unbalanced distribution of seismic ductility demand might be regulated/intensified by different corrosion scenarios. Moreover, some corrosion scenarios resulted in near-synchronised failure of unequal height piers.
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