Numerical Simulation and Optimization of Wind Effects of Porous Parapets on Low-Rise Buildings with Flat Roofs

<div>Experimental and numerical mean pressure coefficients along the central line of the flat roof. (a) <i>h</i><sub>p</sub>/<i>H</i> = 0, no parapet. (b) <i>h</i><sub>p</sub>/<i>H</i> = 1/15.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Numerical Simulation and Optimization of Wind Effects of Porous Parapets on Low-Rise Buildings with Flat Roofs 