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 |