Volume 38 Issue 7
Jul.  2023
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Yutong Pang, Meigen Cao, Lulin Zhan, Zhanglong Chen. Wind Vibration Response and Wind Resistance of Suspension Towers with Large Height Difference in Mountainous Areas[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(7): 22-28. doi: 10.13206/j.gjgS22082202
Citation: Yutong Pang, Meigen Cao, Lulin Zhan, Zhanglong Chen. Wind Vibration Response and Wind Resistance of Suspension Towers with Large Height Difference in Mountainous Areas[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(7): 22-28. doi: 10.13206/j.gjgS22082202

Wind Vibration Response and Wind Resistance of Suspension Towers with Large Height Difference in Mountainous Areas

doi: 10.13206/j.gjgS22082202
  • Received Date: 2022-08-22
  • Transmission towers are a class of highly flexible wind-sensitive structures, especially for transmission lines established in mountainous areas, where the towers are located in locations with large topographic and geomorphic variability, often with large height differences between towers, resulting in complex structural response of the tower-line system under wind loads. A typical transmission line section with large height difference in the coastal mountains of Wenzhou is used as the research object. Ansys software is used to establish a finite element model of two towers and three lines, and the dynamic characteristics of bare towers and tower line system are studied. The wind vibration response of bare towers and tower line system under 0° and 90° wind angle is analyzed, and the wind resistance of towers with different wind angles under design wind speed is evaluated. By analyzing the wind vibration response characteristics of the transmission tower at the top of the mountain and the internal force of the main material of the tower, the stress response law of the main material of the transmission tower with large height difference in mountainous areas is obtained, and the influence characteristics of the terrain height difference on the stress of the main material of the tower are mastered. The study shows that, in the case of constant horizontal gear distance, the greater the height difference between the two towers, the main material stress in the high tower shows a rapid increase trend, and the risk of wind collapse and damage of the tower located in the top of the mountain tower than that of the valley tower.
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  • [1]
    李正良,罗熙越,蔡青青.考虑塔-线耦合作用的输电塔体系风振系数研究[J].建筑钢结构进展,2021,23(3):119-128.
    [2]
    邓洪洲,朱松晔,王肇民.大跨越输电塔线体系动力特性及风振响应[J].建筑结构,2004(7):25-28,10.
    [3]
    郭勇,孙炳楠,叶尹,等.大跨越输电塔线体系风振响应频域分析及风振控制[J].空气动力学学报,2009,27(3):288-295.
    [4]
    谭培炎.输电塔线体系随机风振响应简化分析方法研究[D].重庆:重庆大学,2020.
    [5]
    Momomura Y,Marukawa H.Full-scale measurements of wind-induced vibration line system in a mountainous area[J].Journal of Wind Engineering and Industrial Aerodynamics,1997,72:241-252.
    [6]
    Shehata A Y,Damatty A A E I,Savory E.Finite element modeling of transmission line under downburst wind loading[J].Finite Elements in Analysis & Design,2005,42(1):71-89.
    [7]
    Yasui H,Marukawa H,Momomura Y.Analytical study on wind-induced vibration of power transmission towers[J].Journal of Wind Engineering and Industrial Aerodynamics,1999,83 (1/2/3):431-441.
    [8]
    孟遂民,孔伟,唐波.架空输电线路设计[M].北京:中国电力出版社,2015.
    [9]
    韩枫,肖正直,李正良,等.1 000 kV汉江大跨越输电塔线体系三维脉动风场模拟[J].高电压技术,2009,35(5):999-1004.
    [10]
    于志强.大跨越输电塔线体系的风荷载模拟及耦合风振研究[J].工业建筑,2014,44(增刊1):503-508.
    [11]
    中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009—2012[S].北京:中国建筑工业出版社,2012.
    [12]
    能源行业电网设计标准化技术委员会.架空输电线路杆塔结构设计技术规定:DL/T 5154—2012[S].北京:中国计划出版社,2012.
    [13]
    葛绪章.基于断线作用的输电塔-线体系连续倒塌动力效应研究[D].重庆:重庆大学,2015.
    [14]
    杨子烨,宋雪祺,邓洪洲.±1 100 kV特高压输电塔风振响应频域分析[J].中南大学学报(自然科学版),2020,51(8):2121-2131.
    [15]
    刘孟龙,吕洪坤,罗坤,等.真实山地地形条件下输电塔线体系风致响应数值模拟[J].振动与冲击,2020,39(24):232-239.
    [16]
    刘孟龙.复杂地形条件下输电塔线体系风致响应数值模拟[D].杭州:浙江大学,2020.
    [17]
    吕中宾,叶中飞,田瑞,等.结构不平衡交跨线路悬垂串张力特性仿真研究[J].计算机仿真,2021,38(8):87-91.
    [18]
    He B,Zhao M X,Tao W,et al.A method for analyzing stability of tower-line system under strong winds[J].Advances in Engineering Software,2019,127.
    [19]
    Zhao Z,Dai K,Camara A,et al.Wind turbine tower failure modes under seismic and wind loads[J/OL].Journal of Performance of Constructed Facilities,2019,33(2).[2019-02-05].https://sci-hub.st/10.1061/(asce)cf.1943-5509.0001279.
    [20]
    中华人民共和国住房和城乡建设部.高耸结构设计规范:GB 50135—2019[S].北京:中国计划出版社,2019.
    [21]
    中华人民共和国住房和城乡建设部.钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018.
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