Research Article
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) |