Structural Response and Failure Analysis of Transmission Towers Under Foundation Sliding with Consideration of Wind Effects

Structural Response and Failure Analysis of Transmission Towers Under Foundation Sliding with Consideration of Wind Effects

To investigate the failure evolution and structural response of transmission towers under the combined effects of foundation sliding and wind loads, this study used the foundation sliding incident of Tower No. 39 on the Xiaoxing transmission line as a case for numerical back-analysis. A transmission...

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Bibliographic Details
Main Authors: Weifeng Qin, Jianfeng Yao, Zhitong Liu, Yong Guo, Guohui Shen, Zhibin Tu
Format: Article
Language:English
Published: MDPI AG 2025-05-01
Series:Energies
Subjects:
transmission towers
foundation sliding
wind load
failure evolution
Online Access:https://www.mdpi.com/1996-1073/18/11/2878
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