Research Article
Effects of Side Ratio on Wind-Induced Pressure Distribution on Rectangular Buildings
Table 3
Pressure coefficients on building models on model Sq-1.
| | | At 0° wind incidence angle | | | Mean (front face) | Maximum (front face) | Peak negative (side face) | r.m.s. (side face) | Negative mean (side face) |
| | Experimental | 0.74 | 1.11 | −1.1 | 0.18 | −0.69 | | Surry and Djakovich (1995) [10] | 0.65 | 1.1 | −1.4 | 0.2 | −0.7 |
| | | Worst maximum and minimum coefficients at all wind incidence angles | | |
Maximum | Minimum |
| | Experimental |
1.11 | −1.45 | | Surry and Djakovich (1995) [10] |
1.1 | −1.8 |
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