Research Article

Wind-Induced Coupling Vibration Effects of High-Voltage Transmission Tower-Line Systems

Figure 17

Steady-state response of Node 660 of the tower under a wind speed of  m/s.
(a) -direction displacement of Node 660
(b) -direction displacement of Node 660
(c) -direction acceleration of Node 660
(d) -direction acceleration of Node 660
(e) -direction acceleration PSD of Node 660
(f) -direction acceleration PSD of Node 660