Nonlinear structural performance and seismic fragility of corroded reinforced concrete structures: modelling guidelines
Author:
Affiliation:
1. Department of Civil Engineering, Azarbaijan Shahid Madani University, Tabriz, Iran
2. Faculty of Engineering and Physical Sciences, University of Southampton, Southampton, UK
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1896582
Reference59 articles.
1. Numerical investigation of the influence of cross-sectional shape and corrosion damage on failure mechanisms of RC bridge piers under earthquake loading
2. American Society of Civil Engineers (ASCE). (2010). Minimum design loads for buildings and other structures. ASCE 7–10.
3. Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas
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