The Influence of Uncertain Loading on Topology-Optimized Designs

Figure 11

Cableway pylon. (a) Exemplary pylon structure of Ritten’s cableway (South Tyrol, Italy), Photograph: STA/Riller. (b) Schematic view with the yoke (1) upon which the shoes or sheave assembly (2) are mounted, on which in turn the gondola (3) runs to pass the pylon. The yoke itself is mounted onto the design domain (4). The designable domain is shown in light gray.

(a)

(b)

(c)