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

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