Research Article
Effects of Side Ratio on Wind-Induced Pressure Distribution on Rectangular Buildings
Table 4
Force coefficients on building models at 0° and 90° wind incidence angle.
| | | Wind angle | Model Sq-1 | Model Re-1 | Model Re-2 | Mode Re-3 | Model Re-4 |
| | Experimental | 0° | 1.30 | 1.22 | 1.11 | 1.04 | 0.98 | | Lin et al. (2005) [14] | 0° | 1.30 | 1.20 | 1.1 | 1.07 | — | | Experimental | 90° | 1.30 | 1.35 | 1.38 | 1.39 | 1.40 | | Lin et al. (2005) [14] | 90° | 1.3 | 1.45 | 1.42 | 1.42 | — |
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