Table 2 Dominant frequencies detected from displacement time series. (Hz)
From: Dynamic characteristic of the forth road bridge estimated with GeoSHM
Station Name | Lateral (Y B ) | Longitudinal (X B ) | Height (Z B ) |
|---|---|---|---|
SHM2 | 0.065 0.268 0.342 1.702 | 0.15 | 0.104 0.205 0.268 |
SHM3 | 0.065 0.268 0.342 1.702 | 0.15 | 0.104 0.205 0.268 |
SHM4 | 0.18 | 0.104 0.15 0.18 | 0.18 |