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The article presents a prediction model using gene expression programming (GEP) to calculate effective stiffness ratios of reinforced concrete (RC) columns, which is crucial for accurate nonlinear dynamic analyses of RC frame buildings. The model was developed based on a database of 226 samples and considers mechanical and geometrical parameters to improve the estimation of effective stiffness compared to existing design code recommendations. Results indicate that the GEP model provides precise estimations,
- Author
- integrated0engineering
- Language
- EN