输电塔
塔楼
工程类
情态动词
传输(电信)
加速度
模态分析
振动
计算机科学
结构工程
有限元法
化学
物理
电气工程
经典力学
量子力学
高分子化学
作者
Zhicheng Liu,Xinbo Huang,Long Zhao,Guanru Wen,Feng Guo,Ye Zhang
出处
期刊:Measurement
[Elsevier]
日期:2023-12-01
卷期号:223: 113703-113703
标识
DOI:10.1016/j.measurement.2023.113703
摘要
Minor damages such as tower bolt looseness are difficult to detect through manual inspections. Operational modal analysis plays an important role in the online monitoring of transmission tower structure safety. However, the traditional analysis methods select feature parameters manually, and the deviation generated will directly affect the estimation accuracy of structural modal parameters. This article proposes a method for diagnosing tower bolt looseness without human intervention. This method can reduce the influence of background noise greatly through data cleaning and data fusion. Besides, the intelligent feature recognition of vibration acceleration time-domain signals based on an improved 1DCNN algorithm can improve the monitoring accuracy and speed significantly. The effectiveness of the method has been validated by conducting dynamic response tests on a 110KV transmission tower under different bolt loosening conditions. In the end, an online monitoring technology for transmission towers bolt looseness has been developed and successfully applied to the Guangdong power grid. The results show that this method has high identification accuracy and provides a new approach for online monitoring of tower bolt looseness.
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