A Method for Estimation of Extreme Values of Wind Pressure on Buildings Based on the Generalized Extreme-Value Theory

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="926253.fig.005a" src="https://static.hindawi.com/articles/mpe/volume-2014/926253/figures/926253.fig.005a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>0° wind angle</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="926253.fig.005b" src="https://static.hindawi.com/articles/mpe/volume-2014/926253/figures/926253.fig.005b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>45° wind angle</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="926253.fig.005c" src="https://static.hindawi.com/articles/mpe/volume-2014/926253/figures/926253.fig.005c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>90° wind angle</td></tr></table></td></tr></table>

<table>Skewness contours of the wind pressure coefficients at the model surface at different wind angles.</table>

Mathematical Problems in Engineering

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Figure 5

Figure 5: A Method for Estimation of Extreme Values of Wind Pressure on Buildings Based on the Generalized Extreme-Value Theory 