Journal of Infrastructure Preservation and Resilience

Table 4 Comparison between SVR with different kernels for positive bending moments

From: Advancing infrastructure resilience: machine learning-based prediction of bridges’ rating factors under autonomous truck platoons

Kernel	RBF	Linear	Poly	Sigmoid
MAE	426.21	440.03	502.83	2262.8
RMSE	722.15	652.7	739.34	2917.06
r	0.943	0.9	0.93	-0.39

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