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Wind Hazard Risk Assessment and Management for Structures

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Chapter 2. Structural Components <strong>and</strong> <strong>Wind</strong> Directionality 28<br />

distribution parameters by Iman et al. (2002) <strong>and</strong> assuming that s is uni<strong>for</strong>mly distributed<br />

from -200 km to 200 km. This results in three collections of simulated wind time series<br />

in which the tropical cyclone track is at most 200 km away from the structure. Note<br />

that since the entire analytical model involves only algebra, a large number of simulated<br />

wind time series can be generated with scant computational ef<strong>for</strong>t. The three wind time<br />

series databases are then employed to calculate the wind pressure over time associated with<br />

each pressure coefficient. Each database, generated with the category 1, 3 or 5 hurricane<br />

parameters, consists of 10,000 wind time series <strong>and</strong> represents the scenario in which the<br />

tropical cyclone track is at most 200 km from the structure. The angle in which the<br />

tropical cyclone approaches the structure is assumed to be uni<strong>for</strong>mly distributed within<br />

[0, 2π]. For each wind time series, we fix the absolute wind direction <strong>and</strong> let the orientation<br />

of the structure be one of the 24 evenly spaced angles across [0, 2π]. As a result, 240,000<br />

individual wind velocity time series are considered <strong>for</strong> each hurricane category.<br />

Figure 2.6 shows the cumulative distribution functions of maximum wind pressure over<br />

time using the hurricane-category-5 simulated wind time series database. In each plot, the<br />

solid line is the cumulative distribution of the maximum wind pressure over time (Smax)<br />

obtained by the time-stepping method, <strong>and</strong> the dashed line is the cumulative distribution<br />

of wind pressure at maximum wind speed (S ∗ ) obtained by the point-in-time approach.<br />

The mean values of both distributions are shown in the plots. The cumulative distributions<br />

using hurricane categories 1 <strong>and</strong> 3 are not shown due to space constraints.<br />

The difference between Smax <strong>and</strong> S ∗ , indicating the degree of inaccuracy of the point-<br />

in-time approach, varies with the pressure coefficient. To compare the two cumulative<br />

distributions of each wind pressure quantitatively, the Kolmogorov-Smirnov statistic is cal-<br />

culated. It is defined (Kendall et al., 1999) as the largest absolute difference between two

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