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

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Combinati<strong>on</strong> Factor γ <str<strong>on</strong>g>for</str<strong>on</strong>g> Low-<br />

and Medium-rise Buildings<br />

Combinati<strong>on</strong> Factor γ<br />

=<br />

Column Normal Stress by All <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Force Comp<strong>on</strong>ents<br />

Column Normal Stress by Al<strong>on</strong>g-wind Force <strong>on</strong>ly<br />

− 1<br />

Combinati<strong>on</strong> Factor γ <str<strong>on</strong>g>for</str<strong>on</strong>g> Low-<br />

and Medium-rise Buildings<br />

(Kikuchi, Tamura & Hibi, , 2002)<br />

Combinati<strong>on</strong> Factor γ<br />

Building Height<br />

Only Quasi-static<br />

static<br />

Comp<strong>on</strong>ent<br />

With Res<strong>on</strong>ant<br />

Comp<strong>on</strong>ent<br />

29

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