Mathematical models study of wind load on superstructures of 500kV single-circuittransmission tower

ZHANG Qinghua;GU Ming;HUANG Peng

Journal of Vibration and Shock ›› 2009, Vol. 28 ›› Issue (12) : 151-154.

PDF(1965 KB)
PDF(1965 KB)
Journal of Vibration and Shock ›› 2009, Vol. 28 ›› Issue (12) : 151-154.
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Mathematical models study of wind load on superstructures of 500kV single-circuittransmission tower

  • ZHANG Qinghua; GU Ming; HUANG Peng
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Abstract

Base on high-frequency-force-balance technique in TJ-1 wind tunnel,the mean and RMS forcecoefficients were obtained in different incoming wind turbulence,and the power-spectrum-density are derivedfrom the extreme along-wind, across-wind and torsional fluctuating wind forces. In light of these results, themathematical models of wind load on superstructures of 500kV single-circuit transmission tower are studied byapplying least-square-method. The results can be used to evaluate wind-induced dynamic response of typicaltransmission towers in frequency domain, and they are also helpful for the code revision.

Key words

transmission tower / wind force / power spectrum / mathematical model

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ZHANG Qinghua;GU Ming;HUANG Peng. Mathematical models study of wind load on superstructures of 500kV single-circuittransmission tower[J]. Journal of Vibration and Shock, 2009, 28(12): 151-154
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