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Wind Resistant Design AIJ Recommendations for Wind Loads on ...

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Equivalent Directi<strong>on</strong>al<br />

<str<strong>on</strong>g>Design</str<strong>on</strong>g> <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Speed U D<br />

2. Calculati<strong>on</strong> of equivalent return<br />

period causing the same 100-year<br />

recurrence wind load effect in the<br />

most unfavorable case<br />

3. Calculati<strong>on</strong> of average directi<strong>on</strong>al<br />

wind speeds U D based <strong>on</strong> the<br />

equivalent return period <str<strong>on</strong>g>for</str<strong>on</strong>g> various<br />

cases at each meteorological site<br />

Equivalent Directi<strong>on</strong>al<br />

<str<strong>on</strong>g>Design</str<strong>on</strong>g> <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Speed U D<br />

Ave. ± σ<br />

(m/s)<br />

11

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