Abstract:Observations from previous earthquakes indicated that substandard bridges in different parts of the world could be severely damaged or even suffer a collapse under strong earthquakes. Potential damage to substandard and pre-seismic code bridges can be identified using detailed inelastic assessment procedures, which supports the selection of suitable seismic mitigated approaches. In this study, a five-span simply supported typical bridge located in the UAE, which is selected as a case study representing moderat… Show more
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