Wind-driven dynamic response of ice-covered long cross-bar transmission tower-line system in high altitude areas
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Affiliation:

1.Shandong Electric Power Engineering Consulting Institute Co. Ltd., Jinan 250013, P. R. China;2.School of Civil Engineering, Shandong University, Jinan 250061, P. R. China

Clc Number:

TM753;TU391

Fund Project:

National Natural Science Foundation of China (No. 52178489); Shandong Provincial Natural Science Foundation for Distinguished Young Scholars (No. ZR2022JQ27)

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    Abstract:

    Transmission lines are vulnerable to impairment by a variety of disasters including high winds and ice cover, which pose a significant threat to energy security. At present, studies on wind and ice disasters on transmission lines are mostly focused on low-altitude areas.However, many west-east transmission lines cross vast plateau areas, in which long cross-bar transmission towers account for a larger proportion. In order to ensure the safe operation of transmission lines in high-altitude areas, this paper establishes a long cross-bar transmission tower-line system refined model relying on a ±800 kV UHV DC transmission project, based on the ice-covering conditions in high-altitude areas, ice-covered working conditions of transmission towers and transmission lines are established respectively. Concurrently, the wind load characteristics of high-altitude and low-altitude areas are compared and analyzed, taking into account the influence of environmental factors such as air density, topography and geomorphology in high-altitude areas. Finally, based on the ice-covering conditions and wind load characteristics in high-altitude areas, wind-induced vibration response analysis of the long cross-bar transmission tower-line system is carried out. The findings indicate that the wind profile at elevated altitudes is comparatively gentle, the displacement response at the cross-bar of the long cross-bar transmission tower-line system is more pronounced than that at the tower's summit, and the maximum displacement response of the structure under ice-wind loads occurs at the midpoint of the cross-bar end.

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付建明,张丽娟,马一丹,齐永杰,刘士远,孟祥瑞,刘玉萍,田利.高海拔地区长横担输电塔-线体系覆冰风致动力响应[J].土木与环境工程学报(中英文),2026,48(2):226~235

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History
  • Received:September 06,2023
  • Revised:
  • Adopted:
  • Online: March 31,2026
  • Published:
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