单塔模型在塔-线体系风致动力响应中的适用性研究
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TU347

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国家自然科学基金资助项目(51278314);河北省自然科学基金资助项目(E2019210031);中央引导地方科技发展资金资助项目(206Z5401G);北京交通大学“结构风工程与城市风环境北京市重点实验室”开放课题(2023-1)


Applicability of Single Tower Model in Wind-Induced Dynamic Response Analysis of Transmission Tower-Line System
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    摘要:

    以质量单元模拟输电线的质量,以弹簧单元作为边界条件模拟输电线平面内、外等效刚度,建立了输电塔线体系的单塔简化模型。以河北省唐山市乐亭县某一自立式钢管输电塔为工程背景,分别采用所建立的单塔简化模型和传统的三塔两线模型进行结构风致动力响应计算,通过对比两者在不同风向角、不同输电线初始水平张力和不同输电线跨度下结构的风致动力响应,研究单塔简化模型的适用性。结果表明:在0°、45°和90°风向角下,保持输电线跨度不变,输电线两端初始水平张力在基准值基础上分别增加20%和减少20%时,两种计算模型所得结构在不同高度处的位移响应均方根和最大主材应力均方根基本吻合,且均呈现出随着输电塔高度的增加,二者偏差增大的规律;在不同输电线跨度下,两种计算模型所得结构动力响应的偏差随着输电线跨度增加而增大,其中位移响应均方根偏差较主材应力均方根偏差受跨度影响更显著,因此提出的单塔简化模型适用于跨度小于700 m的输电塔线体系风致动力响应计算。另外,在塔高较小的输电塔线体系中,提出的单塔简化模型具有较高的计算精度。

    Abstract:

    A simplified single tower model of the transmission tower line system was established by si-mulating the quality of the transmission line using quality units and simulating the equivalent stiffness of the transmission line inside and outside the plane using spring units as boundary conditions. Taking a self-standing steel tube transmission tower in Laoting County, Tangshan City, Hebei Province as the engineering background, the single tower simplified model was established and the traditional three tower two line model was used to calculate the wind-induced dynamic response of the structure. By comparing the wind-induced dynamic response of the two models under different wind direction angles, initial horizontal tension of transmission lines, and different transmission line spans, the applicability of the single tower simplified model was studied. The results show that under wind direction angles of 0°, 45°, and 90°, keeping the span of the transmission line unchanged, when the initial horizontal tension at both ends of the transmission line increases by 20% and decreases by 20% respectively based on the refe-rence value, the root mean square of displacement response and the root mean square of maximum main material stress obtained by the two calculation models at different heights are basically consistent, and both show a pattern of increasing deviation with the increase of transmission tower height; The deviation of structural dynamic response obtained by the two calculation models increases with the increase of transmission line span under different transmission line spans. Among them, the root mean square devia-tion of displacement response is more significantly affected by span than the root mean square deviation of main material stress. Therefore, the simplified tower model proposed is suitable for wind-induced dynamic response calculation of transmission tower line systems with spans less than 700 meters. In addition, in transmission tower line systems with smaller tower heights, the simplified model of the bill of lading tower has higher computational accuracy.

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李玉学,陈鹏.单塔模型在塔-线体系风致动力响应中的适用性研究[J].河北工程大学自然版,2025,42(1):18-25

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  • 收稿日期:2023-11-28
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  • 在线发布日期: 2025-03-07
  • 出版日期: 2025-02-25
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