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Shock and Vibration
/
2021
/
Article
/
Fig 14
/
Research Article
Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower
Figure 14
Radial displacement of each harmonic component. (a)
a
0
. (b)
a
1
. (c)
a
i
(
i
= 2–7).
(a)
(b)
(c)