Efficient and interpretable seismic demands prediction for RC frames: a physics-informed, region-specific approach
摘要
While traditional seismic performance assessment is rigorous, it relies on dynamic analyses that are too complicated for large-scale use. This study presents a reliable, interpretable machine learning framework for quickly predicting the seismic demands on reinforced concrete frames. The methodology integrates a comprehensive database of 500 unique analysis cases, tailored to the seismic hazard conditions of Tehran, Iran, with a physics-informed feature engineering strategy. A systematic comparison of the leading regression algorithms identified the optimal models, which were evaluated using a comprehensive suite of statistical metrics, such as the Coefficient of Determination (R²) and the Root Mean Squared Error (RMSE). The top-performing models demonstrated high predictive accuracy. Crucially, an in-depth sensitivity analysis using the SHAP framework moved beyond a “black box” paradigm, confirming that the models learned physically meaningful relationships. The analysis identified spectral acceleration (Sa(T1)) and structural mass as dominant predictors, consistent with fundamental principles of structural dynamics. The findings establish this integrated approach as a viable pathway toward developing efficient and trustworthy tools for rapid urban seismic vulnerability assessment and performance-based design.