Table 1 Fundamental frequency (Hz) of six pedestrian bridges measured and extracted by three different camera placements and accelerometers (Accs), and calculated by structural analysis with SAP2000
| Â | Remote | Accs | Structure-mounted | Accs | Drone-mounted | Accs | Structural analysis |
|---|---|---|---|---|---|---|---|
CPB-1 | M: 3.99 (L: 3.99) | 4.03 | M: 4.02 (L: 4.02) | 3.99 | D-: 4.04 (F-: 4.02) | 3.99 | 4.04 |
CPB-2 | M: 5.44 (L: 5.44) | 5.44 | M: 5.49 (L: 5.47) | 5.47 | D-: 5.45 (F-: 4.94) | 5.45 | 5.44 |
CPB-3 | M: 5.43 (L: 5.43) | 5.43 | M: 5.47 (L: 5.45) | 5.45 | Â | Â | 5.44 |
CPB-4 | M: 3.84 (L: 3.84) | 3.85 | M: 3.84 (L: 3.84) | 3.85 | D-: 3.91 (F-: 3.87) | 3.84 | 3.88 |
CPB-5 | M: 4.68 (L: 4.68) | 4.66 | M: 4.69 (L: 4.62) | 4.64 | D-: 4.70 (F-: 4.68) | 4.59 | 4.75 |
CPB-6 | M: 4.61 (L: 4.61) | 4.62 | M: 4.61 (L: 4.62) | 4.61 | D-: 4.68 (F-: 4.68) | 4.60 | 4.75 |