Table 1 Regular wave conditions of the tower test
From: Experimental study on dynamic effect of freestanding tower of sea-crossing bridge under wave load
Working condition | Scale values | Prototype value | ||||
|---|---|---|---|---|---|---|
H(cm) | T(s) | d(cm) | H(m) | T(s) | d(m) | |
W1 | 3.0 | 0.70 | 28.5 | 3.0 | 7.0 | 28.5 |
W2 | 4.7 | 0.70 | 28.5 | 4.7 | 7.0 | 28.5 |
W3 | 3.0 | 0.78 | 28.5 | 3.0 | 7.8 | 28.5 |
W4 | 4.7 | 0.78 | 28.5 | 4.7 | 7.8 | 28.5 |
W5 | 3.0 | 0.96 | 28.5 | 3.0 | 9.6 | 28.5 |
W6 | 4.7 | 0.96 | 28.5 | 4.7 | 9.6 | 28.5 |