Table 3 Phase lags and ratio values for the vertical 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 | 0.031 | 95.8% | 267.0% | 35.9% | 101.7% |
2 | 2 | 0.29 | 0.42 | 0.107 | 87.9% | 74.2% | 118.5% | 105.9% |
3 | 2 | 0.29 | 0.55 | 0.247 | 38.1% | 35.9% | 106.2% | 142.9% |
4 | 2 | 0.29 | 0.7 | 0.212 | 26.9% | 34.9% | 76.9% | 115.1% |
5 | 1.9 | 0.39 | 0.46 | 0.058 | 90.4% | 60. 0% | 150.8% | 104.0% |
6 | 1.9 | 0.39 | 0.52 | 0.159 | 82.8% | 26.9% | 307.9% | 104.4% |
7 | 1.9 | 0.39 | 0.65 | 0.129 | 46.9% | 31.3% | 149.9% | 127.0% |