Analysis of the dynamic performance of spatial steel mesh structures of transmission line towers with large spans

被引：0

作者：

Cai, Chenlin ^{[1
]}

Tang, Bo ^{[1
]}

Zhang, Ruiyong ^{[2
]}

Xi, Haibo ^{[2
]}

Yao, Chong ^{[2
]}

Chen, Guoqing ^{[1
]}

机构：

[1] China Three Gorges Univ, Coll Elect Engn & New Energy, Yichang, Peoples R China

[2] Jiangsu Elect Power Design Inst Co Ltd, Nanjing 211102, Jiangsu, Peoples R China

来源：

2023 35TH CHINESE CONTROL AND DECISION CONFERENCE, CCDC | 2023年

关键词：

Transmission line span; spatial steel mesh structure; modal analysis; dynamic performance; self-oscillation frequency;

D O I：

10.1109/CCDC58219.2023.10327426

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

The static performance of transmission line span tower space steel network structure is relatively well studied, but the dynamic performance research lags behind, which has become an important factor limiting its general promotion. In this paper, a combination of numerical and analytical methods is used to carry out a modal analysis of the spatial steel network structure of transmission line towers. The vibration patterns and self-oscillation frequencies of two types of tower structures, spanning towers and ordinary towers, are analysed. The dynamic characteristics of the spatial steel mesh structure of the spanning tower are obtained, laying the foundation for the subsequent analysis of the dynamic performance of the transmission line spanning tower.

引用

页码：5333 / 5337

页数：5

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