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

Aerodynamic Shape Factors
• External peak wind <strong>for</strong>ce coefficients
<strong>for</strong> cladding and components:
Ĉ
- Pitched free roofs with a rectangular plan C
1-year-recurrence recurrence <strong>Wind</strong>
Speed U 1 (m/s)
• <strong>AIJ</strong> Guidelines <strong>for</strong> the Evaluation of
Habitability to Building Vibration (1991)
(Its revised version will be published in 2004)
- 1-year-recurrence recurrence peak acceleration has
been applied <strong>for</strong> the evaluation
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