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This research develops an analytical model to assess the seismic performance of corroded reinforced concrete (RC) columns, focusing on the flexure-shear interaction and shear capacity deterioration due to corrosion. The model incorporates modifications to material properties and introduces a new macro zero-length shear spring element to simulate shear response effectively. Validation against experimental data shows that the model can predict the hysteretic behavior of corroded columns, highlighting the impo

Author

salman

Language

EN