Wind-Induced Response of Inclined and Yawed Ice-Accreted Stay Cable Models

Figure 11

Variation of mean torsional response with wind speed for cable models with 0.5D ice thickness: (a) CM3 at  = 60° and  = 61°; (b) CM2 at  = 30° and  = 33°; (c) CM1 at  = 0° and  = 15°.

(a)

(b)

(c)