Dynamic Failure Mode Analysis for a Transmission Tower-Line System Induced by Strong Winds

Dynamic Failure Mode Analysis for a Transmission Tower-Line System Induced by Strong Winds

The prevailing approach to the wind resistance design of transmission towers is rooted in the quasi-static method. However, this methodology faces criticism for neglecting tower-line coupling dynamics. Despite efforts to boost structural wind resilience, the research on tower failure mechanisms, esp...

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Bibliographic Details
Main Authors: Shizeng Liu, Wentong Zhang, Qiang Li, Shicheng Yan, Shihong Zhang, Chao Li, Lixiao Li
Format: Article
Language:English
Published: MDPI AG 2024-09-01
Series:Energies
Subjects:
transmission tower-line
wind load
wind-induced vibration response
collapse failure
plastic hinge
Online Access:https://www.mdpi.com/1996-1073/17/18/4679
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