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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Correlati<strong>on</strong> Coefficient ρ LT<br />
between Crosswind Resp<strong>on</strong>se<br />
and Torsi<strong>on</strong>al Resp<strong>on</strong>se<br />
- tabulated in <str<strong>on</strong>g>AIJ</str<strong>on</strong>g>-RLB<br />
- depends up<strong>on</strong> D/B<br />
f θ / f L<br />
f 1 B/U H<br />
The smaller of f θ and f L<br />
Combinati<strong>on</strong>s of Horiz<strong>on</strong>tal<br />
<str<strong>on</strong>g>Wind</str<strong>on</strong>g> LoadL<br />
and Roof wind<br />
Load<br />
• It t is recommended to simply<br />
superimpose the horiz<strong>on</strong>tal wind load<br />
and roof wind load.<br />
- Y. Tamura, H. Kikuchi and K. Hibi (2003)<br />
The vertical comp<strong>on</strong>ent of the wind<br />
<str<strong>on</strong>g>for</str<strong>on</strong>g>ce acting <strong>on</strong> medium-rise buildings<br />
tended to become largest when <strong>on</strong>e of<br />
the horiz<strong>on</strong>tal wind <str<strong>on</strong>g>for</str<strong>on</strong>g>ce comp<strong>on</strong>ents<br />
reached its maximum value .<br />
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