输电杆塔阵风响应实测与准静态设计研究

李宏男;白海峰;伊廷华;任亮

振动与冲击 ›› 2010, Vol. 29 ›› Issue (8) : 17-21.

PDF(1595 KB)
PDF(1595 KB)
振动与冲击 ›› 2010, Vol. 29 ›› Issue (8) : 17-21.
论文

输电杆塔阵风响应实测与准静态设计研究

  • 李宏男;白海峰;伊廷华;任亮
作者信息 +

Field measurement and quasi-static studies on the gust response of transmission tower

  • LI Hong-nan; BAI Hai-feng;YI Tinghua;REN Liang
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摘要

为分析输电塔的动力特性和阵风响应因子的变化规律,在现场风荷载条件下,对作用于新建输电塔的脉动风速及其各部位加速度和基底动应变响应进行了同步实测。采用模态识别法和有限元法对输电塔的动力特性进行了对比分析;采用实测数据直接分析法和不同的准静态法分别计算了基于塔顶位移和基底弯矩的阵风响应因子。结果表明,实测数据的模态识别法与有限元法得到的输电塔动力特性相吻合,有限元数值分析正确有效;实测数据分析法与准静态法得到的阵风响应因子的变化规律相同,且与脉动风速的均值和湍流强度相关;基于弯矩的阵风响应因子吻合较好,各种方法的计算值相差在5%以内;基于实测位移的阵风响应因子与准静态法差异较大,其原因有待于进一步试验研究的检验与识别。

Abstract

In order to clarify the variational rules of dynamic properties and gust response factors of transmission tower, the synchronous measurement of the fluctuating wind speed acting on the just built transmission tower, together with its accelerations responses located at different parts and the base bending moments were carried out under field wind condition. The dynamic properties of transmission tower obtained by test were compared with those by mode identification method and finite element method respectively. The gust response factors based on the top displacement and base bending moment were calculated respectively with direct analytical method using test data and various quasi-static methods. The results show that: the dynamic properties obtained by the mode identification method based on measurement data are in good agreement with those by finite element method, which indicates that the numerical results using finite element method are correc. The changing rule of gust response factors obtained by the measurement data analysis is consistent with that by the quasi-static analysis, and is related to the mean velocity and turbulence intensity of fluctuating flow. The gust response factors based on bending moment are almost identical by use of various methods, the differences among them do not exceed 5%. In turn, the gust response factors based on measurement displacement analysis differ from those calculated by quasi-static method, and it is necessary to further identify and verify its causations.

关键词

输电杆塔 / 动态测试 / 模态识别 / 有限元分析 / 动力特性 / 阵风响应因子

Key words

transmission tower / dynamic measurement / mode identification / finite element analysis / dynamic properties / gust response factor

引用本文

导出引用
李宏男;白海峰;伊廷华;任亮. 输电杆塔阵风响应实测与准静态设计研究[J]. 振动与冲击, 2010, 29(8): 17-21
LI Hong-nan;BAI Hai-feng;YI Tinghua;REN Liang. Field measurement and quasi-static studies on the gust response of transmission tower [J]. Journal of Vibration and Shock, 2010, 29(8): 17-21

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