Three-Dimensional Aerodynamic Optimization of Single-Layer Reticulated Cylindrical Roofs Subjected to Mean Wind Loads

Figure 3

Variations of force coefficients with Reynolds number for cylindrical roofs with various rise-to-span ratios. (a) R/S = 1/6. (b) R/S = 1/3. (c) R/S = 1/2.

(a)

(b)

(c)