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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500-year<br />
year-recurrence recurrence <str<strong>on</strong>g>Wind</str<strong>on</strong>g><br />
Speed U 500 (m/s)<br />
38 36<br />
36<br />
40<br />
34<br />
36<br />
36<br />
38<br />
42<br />
34<br />
40<br />
42<br />
38<br />
38<br />
36<br />
38<br />
46<br />
44<br />
36<br />
34<br />
34 38<br />
36<br />
36<br />
40<br />
34<br />
40<br />
42 40<br />
34<br />
34<br />
36<br />
36<br />
44<br />
40<br />
48<br />
40<br />
44<br />
36<br />
48<br />
36<br />
34<br />
44<br />
48<br />
40<br />
38<br />
42<br />
40<br />
42<br />
44 48 40<br />
44 46<br />
48<br />
36<br />
38<br />
36 34<br />
36<br />
Okinawa: 58m/s<br />
Lower Limit: 34m/s<br />
Turbulence Intensity I Z<br />
at Height Z<br />
I =<br />
Z<br />
I<br />
rZ<br />
E<br />
gI<br />
I rZ<br />
E<br />
gI<br />
=<br />
E<br />
E<br />
I<br />
g<br />
: Turbulence Intensity <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
flat terrains<br />
Topography factor <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
fluctuati<strong>on</strong> wind speed σ u<br />
: Topography factor <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
turbulence intensity<br />
Topography factor <str<strong>on</strong>g>for</str<strong>on</strong>g><br />
mean wind speed U<br />
17
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