From: Machine learning for prediction of wind effects on behavior of a historic truss bridge
Member | Axial load (kN) | Accuracy (%) | |||||
---|---|---|---|---|---|---|---|
Exp. | FEM (uniform) | FEM (quadrantal) | Random forest | FEM (uniform) | FEM (quadrantal) | Random forest | |
C1 | −0.86 | − 0.89 | −0.83 | − 0.88 | 97 | 96 | 98 |
C2 | 1.11 | 0.97 | 0.9 | 0.9 | 87 | 76 | 82 |