Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower

<div>Radial displacement of each harmonic component for rib curve in China code (throat). (a) Displacement of DC and first-order harmonic component. (b) High-order harmonic component displacement and total displacement.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: Steady Wind Load on External Surface and Its Effect on Wind-Induced Response for a 200 m High Natural-Draught Cooling Tower 