From: A theory of pedestrian-induced footbridge vibration comfortability based on sensitivity model
Experiment Conditions | Experiment Results | Calculated Results | Error |
---|---|---|---|
0.04 g (r.m.s) | 0.131 | 0.1236 | −5.99% |
0.08 g (r.m.s) | 0.522 | 0.508 | −2.76% |
0.12 g (r.m.s) | 0.823 | 0.798 | −3.13% |