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> <str<strong>on</strong>g>Loads</str<strong>on</strong>g> Specified<br />
in <str<strong>on</strong>g>AIJ</str<strong>on</strong>g>-RLB<br />
• For Main Frames<br />
- Horiz<strong>on</strong>tal Al<strong>on</strong>g-wind Load<br />
Ccrosswind Load<br />
Torsi<strong>on</strong>al Load<br />
- Roof <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Load<br />
• For Cladding / Comp<strong>on</strong>ents<br />
- Peak Cladding Load<br />
Al<strong>on</strong>g-wind <str<strong>on</strong>g>Loads</str<strong>on</strong>g> <strong>on</strong><br />
Ordinary Buildings W D (N)<br />
at Height Z<br />
W<br />
q H<br />
D =<br />
q<br />
H<br />
C<br />
G<br />
A<br />
: Velocity pressure at reference<br />
height H<br />
C D<br />
: Aerodynamic shape factor<br />
G D<br />
: Gust loading factor<br />
A : Projected area<br />
• GLF based <strong>on</strong> Base Bending Moment<br />
(Zhou & Kareem, 2001)<br />
D<br />
D<br />
19
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