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> Load Combinati<strong>on</strong>s s <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
High-rise Buildings<br />
m<br />
my,max<br />
1<br />
2 + 2ρ<br />
−1<br />
ρ<br />
0 ( M x<br />
, M<br />
y<br />
) 1<br />
1−<br />
2 − 2ρ<br />
y<br />
<str<strong>on</strong>g>Design</str<strong>on</strong>g><br />
Points<br />
<str<strong>on</strong>g>for</str<strong>on</strong>g> M x,max<br />
= M +<br />
m<br />
m<br />
x<br />
x,max<br />
x<br />
m x,max<br />
<str<strong>on</strong>g>Wind</str<strong>on</strong>g> Load Combinati<strong>on</strong>s s <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
High-rise Buildings<br />
Combinati<strong>on</strong><br />
Al<strong>on</strong>g-wind<br />
Load<br />
Crosswind<br />
Load<br />
Torsi<strong>on</strong>al Load<br />
1<br />
2<br />
3<br />
W D<br />
⎛ 0.6 ⎞<br />
⎜0.4<br />
+<br />
⎟<br />
⎝ G D ⎠<br />
⎛ 0.6 ⎞<br />
⎜0.4<br />
+<br />
⎟<br />
⎝ G D ⎠<br />
W D<br />
W D<br />
0.4<br />
W L<br />
W L<br />
( 2 2ρ<br />
−1)<br />
+ LT<br />
W L<br />
0.4<br />
( )<br />
W T<br />
2+ 2ρ<br />
LT<br />
−1<br />
W T<br />
W T<br />
31