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

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Major Revisi<strong>on</strong>s<br />

• Introducti<strong>on</strong> of the wind directi<strong>on</strong>ality<br />

ity<br />

factor (8 wind directi<strong>on</strong>s);<br />

• Explicit introducti<strong>on</strong> of wind load<br />

combinati<strong>on</strong>s;<br />

• Correcti<strong>on</strong> and additi<strong>on</strong> of topographic<br />

effects;<br />

• Substantial fulfillment of aerodynamic<br />

shape factors<br />

<str<strong>on</strong>g>Wind</str<strong>on</strong>g> Load Estimati<strong>on</strong><br />

in <str<strong>on</strong>g>AIJ</str<strong>on</strong>g>-RLB<br />

Low-rise<br />

Small Size<br />

Medium-rise<br />

Rigid<br />

Buildings and Structures<br />

High-rise<br />

Slender<br />

Flexible<br />

Particularly<br />

<str<strong>on</strong>g>Wind</str<strong>on</strong>g> Sensitive<br />

Simplified<br />

Detailed Method<br />

- Crosswind<br />

Method<br />

- Al<strong>on</strong>g-wind<br />

- Roof<br />

- Torsi<strong>on</strong><br />

- Cladding<br />

- Quasi-steady<br />

steady- Size Reducti<strong>on</strong> Effects<br />

- Quasi-static<br />

static - Res<strong>on</strong>ance Effects<br />

- Vortex<br />

Res<strong>on</strong>ance<br />

- Aerodynamic<br />

Instability<br />

- <str<strong>on</strong>g>Wind</str<strong>on</strong>g> Tunnel<br />

Tests, etc.<br />

2

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