Structural Health Monitoring Using Wireless Technologies: An Ambient Vibration Test on the Adolphe Bridge, Luxembourg City
Figure 12
(a) Histograms (binned frequency and damping) derived using the NonPaDAn approach for sensor 5 for the transversal (left panel), longitudinal (central panel), and vertical (right panel) components. (b) Same order as (a), but showing the CDFs of the damping estimated for the fundamental frequency. More details are provided in the text.
