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Shock and Vibration
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2018
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Article
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Fig 6
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Research Article
Wind-Induced Response of Inclined and Yawed Ice-Accreted Stay Cable Models
Figure 6
Time history responses for CM2,
= 30°, 0.5(D), at 15 m/s: (a) vertical vibration; (b) torsional vibration.
(a)
(b)