Research Article
Wind-Induced Coupling Vibration Effects of High-Voltage Transmission Tower-Line Systems
Figure 22
Stress time history response of the main members of the transmission tower in the tower-line system under the design wind speed ( m/s).
(a) Maximum tensile stress time history for element number 3800 |
(b) Maximum tensile stress time history for element number 3944 |
(c) Maximum compressive stress time history for element number 3039 |
(d) Maximum compressive stress time history for element number 3273 |
(e) Maximum compressive stress time history for element number 3315 |
(f) Maximum compressive stress time history for element number 3860 |