Research Article
Wind-Induced Response of an L-Shaped Cable Support Glass Curtain Wall
Table 2
Displacement vibration coefficients of points on surface A.
| Wind direction | A1 | A2 | A3 | A4 | A5 | A6 | A7 | A8 | A9 |
| 0° | 1.8228 | 1.801 | 1.8861 | 1.8009 | 1.7949 | 1.8523 | 1.839 | 1.8175 | 1.9155 | 15° | 1.7756 | 1.7157 | 1.7572 | 1.7511 | 1.7057 | 1.7248 | 1.7872 | 1.7248 | 1.7723 | 30° | 1.7995 | 1.7991 | 1.7677 | 1.7743 | 1.7879 | 1.7298 | 1.8102 | 1.7055 | 1.7791 | 45° | 2.1511 | 1.9407 | 2.0451 | 2.1160 | 1.9361 | 1.9948 | 2.1693 | 1.9496 | 2.0633 |
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