Table 3 Prediction performance metrics of the Random Forest surrogate model for all 200 RC wall specimens. The table reports the coefficient of determination (\(R^2\)), mean absolute error (MAE), root mean squared error (RMSE), and 95% confidence intervals for initial stiffness \(K_{0}\), yield displacement \(\delta _{y}\), and post-yield hardening ratio \(\alpha\).

From: Digital twin-based machine learning framework for predicting nonlinear seismic response of reinforced concrete shear walls using analytical data

Descriptor

\(R^2\)

MAE

RMSE

95% CI

\(K_{0}\)

0.996

0.12

0.18

[0.10, 0.14]

\(\delta _{y}\)

0.995

0.09

0.14

[0.08, 0.11]

\(\alpha\)

0.925

0.21

0.28

[0.18, 0.24]