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Mathematical Problems in Engineering
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2013
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Article
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Fig 15
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Research Article
The Numerical Analysis of Transmission Tower-Line System Wind-Induced Collapsed Performance
Figure 15
Wind-induced dynamic response of the single tower.
(a)
Time = 14.53 s
(b)
Time = 14.54 s
(c)
Time = 20.00 s
(d)
Time = 30.00 s