Table 2 Phase lags and ratio values for the horizontal forces (Adapted from Xiang et al. 2020)
From: Review of wave forces on bridge decks with experimental and numerical methods
Case | Water level (m) | Clear-ance (m) | Wave height (m) | Phase lag (s) | Fqs_cor / Fqs_max | Fqs_cor / Fsl_max | Fsl_max / Fqs_max | (Fqs_max + Fsl_max) / Ftotal |
|---|---|---|---|---|---|---|---|---|
1 | 2 | 0.29 | 0.36 | 0.097 | 79.5% | 455.3% | 17.5% | 110.2% |
2 | 2 | 0.29 | 0.42 | 0.183 | 64.4% | 102.1% | 63.1% | 127.9% |
3 | 2 | 0.29 | 0.55 | 0.25 | 50.3% | 64.8% | 77.6% | 138.9% |
4 | 2 | 0.29 | 0.7 | 0.222 | 100% | 57.2% | 88.7% | 116.8% |
5 | 1.9 | 0.39 | 0.46 | 0.11 | 70.9% | 101.8% | 69.5% | 120.7% |
6 | 1.9 | 0.39 | 0.52 | 0.19 | 73.0% | 61.5% | 118.8% | 114.1% |
7 | 1.9 | 0.39 | 0.65 | 0.15 | 46.4% | 37.2% | 125.0% | 114.5% |