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Shock and Vibration
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Shock and Vibration
/
2017
/
Article
/
Tab 4
/
Research Article
Structural Improvements for Tall Buildings under Wind Loads: Comparative Study
Table 4
Stress design acceleration.
PIM
HFFB
CNR
EC1
(
-
years) [m/s
2
]
0.45
0.47
0.53
0.19
(
-
years) [m/s
2
]
0.25
0.24
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