Shock and Vibration / 2018 / Article / Fig 8

Research Article

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

Figure 8

Variation of mean vertical 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)

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