Wind Resistant Design AIJ Recommendations for Wind Loads on ...
Wind Resistant Design AIJ Recommendations for Wind Loads on ...
Wind Resistant Design AIJ Recommendations for Wind Loads on ...
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<str<strong>on</strong>g>Wind</str<strong>on</strong>g> Directi<strong>on</strong>ality<br />
(Tokyo, 100-year Recurrence<br />
Hybrid Use of Typho<strong>on</strong> Simulati<strong>on</strong> and<br />
Meteorological Records<br />
Equivalent Annual<br />
Exceedence Probability of<br />
Directi<strong>on</strong>al <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Speed<br />
• Corresp<strong>on</strong>ding to an annual<br />
exceedence probability of load effects<br />
(base shear, base moment, etc.)<br />
corresp<strong>on</strong>ding to 100-year recurrence<br />
• Under different c<strong>on</strong>diti<strong>on</strong>s:<br />
- load effects<br />
- building shape<br />
- orientati<strong>on</strong><br />
- geographic locati<strong>on</strong><br />
- design target (structural(<br />
frames,<br />
comp<strong>on</strong>ents and cladding)<br />
9
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