2018
DOI: 10.1016/j.jweia.2018.10.004
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An investigation of the mechanisms causing large-amplitude wind-induced vibrations in stay cables using unsteady surface pressure measurements

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Cited by 19 publications
(8 citation statements)
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“…e actual unit of response amplitude is m, and the unit of excitation amplitude (p * ) is N/m. It is worth noting that the excitation amplitude (p) is obtained by substituting excitation amplitude (p * ) into equations (17) and (18). And the definition of the unit of excitation amplitude (p, p * ) and response amplitude (a) in the figure is consistent with Figure 3, respectively.…”
Section: Principal Resonance Of the Weakmentioning
confidence: 83%
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“…e actual unit of response amplitude is m, and the unit of excitation amplitude (p * ) is N/m. It is worth noting that the excitation amplitude (p) is obtained by substituting excitation amplitude (p * ) into equations (17) and (18). And the definition of the unit of excitation amplitude (p, p * ) and response amplitude (a) in the figure is consistent with Figure 3, respectively.…”
Section: Principal Resonance Of the Weakmentioning
confidence: 83%
“…Moreover, some scholars also studied the aeroelastic instability of stay cables. And the rain-wind-induced vibration [16] and the dry galloping [17] of the stay cable fall under the problems of aeroelastic instability. As is known to all, it is believed that this aeroelastic instability problem is due to the formation and oscillation of a water rivulet on the upper cable surface, which changes the cable aerodynamics and absorbs energy into the system.…”
Section: Introductionmentioning
confidence: 99%
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“…Therefore, both transmission lines and stay-cables belong to cable structure. Under the action of external excitation, the phenomenon of rain-wind induced galloping [4], dry-galloping [5] and ice-galloping will appear in the stay cable of cable-stayed bridge.…”
Section: Introductionmentioning
confidence: 99%