Abstract and Applied Analysis / 2013 / Article / Fig 6

Research Article

Nonlinear Dynamic Analysis on the Rain-Wind-Induced Vibration of Cable Considering the Equilibrium Position of Rivulet

Figure 6

The nonlinear response curve with different parameters.
927632.fig.006a
(a) Amplitude of cable versus mean wind velocity
927632.fig.006b
(b) Amplitude of cable versus Coulomb damping force
927632.fig.006c
(c) Amplitude of cable versus damping ratio
927632.fig.006d
(d) Amplitude of cable versus the span length
927632.fig.006e
(e) Amplitude of cable versus the initial tension