Title :
The Vortex-Shedding Induced Vibration of Transmission Steel Tubular Tower
Author_Institution :
Dept. of Eng. Mech., China Electr. Power Res. Inst., Beijing, China
Abstract :
Tubular tower is widely used as high-load tower for transmission line. Some circular-section members tend to present vortex-shedding induced across-wind vibration under low wind speed. This is supposed to be treated properly in structural design to well handle conflict between structural safety and economy. In the paper, based on theoretical analysis on vortex-shedding induced vibration in conjunction with results of dynamic property test on tubular members of different connection types and wind tunnel experiment on vibration response, theoretical method for calculating vortex-shedding induced vibration, as well as reasonable limit value of vibration critical wind speed, are put forward.
Keywords :
poles and towers; power transmission lines; vibrations; wind tunnels; high-load tower; low wind speed; structural economy; structural safety; transmission line; transmission steel tubular tower; tubular members; vibration response; vortex-shedding induced vibration; wind tunnel; wind vibration; Frequency measurement; Poles and towers; Solids; Steel; Vibration measurement; Vibrations; Wind speed;
Conference_Titel :
Power and Energy Engineering Conference (APPEEC), 2011 Asia-Pacific
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-6253-7
DOI :
10.1109/APPEEC.2011.5748357