Research Article
Wind-Induced Coupling Vibration Effects of High-Voltage Transmission Tower-Line Systems
Figure 21
Steady-state response of Node 660 of the tower under the design wind speed ( 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 |