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Impact of Cable-deck Interaction on the Efficiency of External Damper in Controlling Stay Cable Vibration on Cable-Stayed Bridges

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Figure

Figure 2-4 Displacement of an element of cable in the local coordinates(Wu et al, 2005)
Figure 2-8 Simplified theoretical model of cable-deck–damper system (Liang et al, 2008)
Figure 3-2.
Figure 3-4 Graph of Det[G] vs λ
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