Research Article

Online Modal Identification of Concrete Dams Using the Subspace Tracking-Based Method

Figure 6

Frequency (f1f4) and damping ratio (ξ1ξ4) identification results of simulation case 1 (SNR = 40 dB): identification results for (a) natural frequencies using GYAST-RSSI and (b) damping ratios using GYAST-RSSI.
(a)
(b)