Shock and Vibration / 2018 / Article / Fig 11

Research Article

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)

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