Shock and Vibration / 2018 / Article / Fig 7

Research Article

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

Figure 7

Time history responses for CM2,  = 30°, 1.0(D), at 15 m/s: (a) vertical vibration; (b) torsional vibration.
(a)
(b)

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