Optimal intensity measures for seismic fragility assessment of corrosion-damaged RC bridge piers
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10518-024-01974-1.pdf
Reference56 articles.
1. Afsar Dizaj E, Kashani MM (2020) Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading. Bull Earthq Eng 18(10):4939–4961. https://doi.org/10.1007/s10518-020-00883-3
2. Afsar Dizaj E, Kashani MM (2022) Influence of ground motion type on nonlinear seismic behaviour and fragility of corrosion-damaged reinforced concrete bridge piers. Bull Earthq Eng 20(3):1489–1518. https://doi.org/10.1007/s10518-021-01297-5
3. Afsar Dizaj E, Salami MR, Kashani MM (2022) Seismic vulnerability assessment of ageing reinforced concrete structures under real mainshock-aftershock ground motions. Struct Infrastruct Eng 18(12):1674–1690. https://doi.org/10.1080/15732479.2021.1919148
4. Afsar Dizaj E, Salami MR, Kashani MM (2023a) Seismic vulnerability analysis of irregular multi-span concrete bridges with different corrosion damage scenarios. Soil Dyn Earthq Eng 165:107678. https://doi.org/10.1016/j.soildyn.2022.107678
5. Afsar Dizaj E, Salami MR, Kashani MM (2023b) Impact of asymmetrical corrosion of piers on seismic fragility of ageing irregular concrete bridges. Struct Infrastruct Eng. https://doi.org/10.1080/15732479.2023.2271887
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