Fig. 6From: Fully convolutional networks for structural health monitoring through multivariate time series classificationExamples of time evolutions of the loads (case 1) applied to the first floor of the building in the x (left column) and z (right column) directions. For the sake of visualisation, the sketched time interval for the loads applied in the x direction has been restricted to \(I=\left[ 0,2.5\right] s\)Back to article page