基于改进阵风锋因子法的输电塔下击暴流等效风荷载研究

RESEARCH ON EQUIVALENT WIND LOAD OF DOWNBURST ON TRANSMISSION TOWERS upON IMPROVED GUST FRONT FACTOR METHOD

  • 摘要: 下击暴流是一种对结构危害性较大的极端强对流天气,输电线路抗风设计规范中杆塔的风荷载尚未考虑到下击暴流风的影响。为此该文采用数值模拟方法,引入可以考虑非稳态下击暴流风效应影响的阵风峰因子法,结合我国规范考虑地面粗糙度对风场的影响,针对输电塔的下击暴流等效风荷载提出改进的阵风锋因子法。为探究该方法的准确性,在两类风廓线转换标准下,基于6种不同高度的输电塔算例,对比非稳态下击暴流风作用下的时程分析和等效风荷载分析结果。研究结果表明:改进阵风峰因子法下计算得到的等效风荷载更符合下击暴流的风场特征,由此计算得到的等效静风响应能较好地包络时程法响应极值,验证了改进阵风锋因子法计算非稳态下击暴流作用下输电塔等效风荷载的准确性;不同转换标准和不同塔型、高度的验算结果表明,改进阵风峰因子法具有广泛的适用性。

     

    Abstract: Downburst is a type of extreme convective weather that can cause significant structural damage. The wind loading acting on transmission towers in the wind-resistant design codes has not yet considered the effects of downburst winds. Therefore, this study employs numerical simulation and introduces a gust-front factor method that accounts for unsteady downburst wind effects. And incorporating ground roughness effects as per Chinese standards, an improved gust-front factor method for the equivalent wind load on transmission towers under downburst conditions is proposed. To verify the accuracy of this method, the results of time history analysis and equivalent wind load analysis under unsteady downburst wind effects were compared using six transmission tower cases of different heights and two wind profile conversion standards. The analysis results indicate that the equivalent wind loads calculated with the improved gust-front factor method better reflect the characteristics of downburst wind fields. The equivalent static wind response calculated using this method effectively envelopes the peak values obtained from the time history method, validating the accuracy of the improved gust-front factor method for calculating equivalent wind loads on transmission towers under unsteady downburst effects. Verification results for different conversion standards, for tower types and, for heights demonstrate the broad applicability of the gust factor method improved.

     

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