Journal of Infrastructure Preservation and Resilience

Table 5 Comparison between SVR with different kernels for negative bending moments

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

Kernel	RBF	Linear	Poly	Sigmoid
MAE	578.64	560.07	661.73	1689.26
RMSE	932.3	820.14	979.11	2261.55
r	0.875	0.9	0.85	-0.13

Back to article page