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输电线风致响应的时频域特性风洞试验研究
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Wind Tunnel Test Study on Time-frequency Domain Characteristics of Wind-induced Response of Transmission Lines
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    摘要:

    通过单跨输电线气弹模型风洞试验,研究了单导线和4分裂导线的风振位移谱、气动力谱、气动阻尼比及风振系数特性,探讨了风速、导线分裂数及湍流度的影响. 结果表明:导线风振中多模态参与较为显著,其模态频率随风速增加而非线性增大,且高湍流时模态频率的增幅更明显. 导线响应谱能量随湍流度和导线分裂数的增加而增大,且多分裂导线和高湍流会使导线的振动能量向低频偏移. 导线气动力总响应中背景分量的占比整体随风速、湍流度的增加而增大,随分裂数的增加而减小. 导线气动阻尼比随风速和湍流度增加而变化的趋势不明显,其一阶模态气动阻尼比约为无风状态阻尼比的5~9倍,约为二阶模态气动阻尼比的2倍. 导线位移风振系数明显低于阻力风振系数,且两类风振系数整体随湍流度增加而增大.

    Abstract:

    Based on the wind tunnel test of the single-span transmission line aeroelastic model, the characteristics of displacement spectrum, aerodynamic force spectrum, aerodynamic damping, and gust response factor for single and 4-bundled conductors are investigated, and the effects of wind speed, conductor bundled number and intensity turbulence are discussed. The results show that the multi-modes are significantly involved in the wind-induced vibration of the conductor, and the modal frequency increases nonlinearly with the increase of wind speed while the frequency increases more obviously at high turbulence. The response spectrum energy for the conductor increases with the intensity of turbulence and bundled number, and a multi-bundled conductor and high turbulence can shift the vibration energy of the conductor to a lower frequency. The background component of conductor aerodynamic force increases overall with the increase of wind speed and intensity turbulence and decreases with the increase of bundled number. The trend of aerodynamic damping ratio with increasing wind speed and intensity turbulence is not obvious. The conductor aerodynamic damping ratio of the first-order mode is about 5~9 times that of the no-wind state, and about twice that of the second-order mode. The gust coefficient of displacement is significantly lower than that of drag, and the two kinds of gust coefficients increase overall with the increasing turbulence.

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LIU Muguang, ZHUO Jiajin, XIAO Shujun, YU Xianfeng?,LIU Cheng.输电线风致响应的时频域特性风洞试验研究[J].湖南大学学报:自然科学版,2023,(9):24~31

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  • 在线发布日期: 2023-10-07
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