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

Table 1

Comparison of max response.

Pressure coefficient	Max displacement			Max principal tensile stress			Max principal compressive stress
	θ (°)	z/H	Disp. (m)	θ (°)	z/H	Stress (MPa)	θ (°)	z/H	Stress (MPa)
Cp(θ)	0	0.74	0.065	0	0.21	3.13	±69	0.19	−2.47
Cp(θ, z)	0	0.72	0.060	0	0.18	2.06	±73	0.17	−5.22