From: Experimental study on dynamic effect of freestanding tower of sea-crossing bridge under wave load
Direction of vibration mode | Calculated frequency (Hz) | Test frequency (Hz) | ||
---|---|---|---|---|
Prototype value | Model values | Without water | With water | |
Along the bridge | 0.124 | 1.241 | 1.277 | 1.268 |
Cross the bridge | 0.260 | 2.670 | 2.830 | 2.808 |