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

Figure 9

Variation of mean torsional response with wind speed for cable models with 0.5D and 1.0D ice thickness: (a) CM1 at  = 0°; (b) CM1 at  = 15°; (c) CM2 at  = 30°.

(a)

(b)

(c)