Non-Stationary Wind Loading Identification for Large Transmission Tower Based on Dynamic Finite-Element Model Updating

Non-Stationary Wind Loading Identification for Large Transmission Tower Based on Dynamic Finite-Element Model Updating

An effective approach to deal with the structural failures of transmission towers in tornadic events is to develop good structural health monitoring (SHM) systems for them. However, the strategy for SHM of transmission towers against tornados should be different from the conventional atmospheric bou...

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Bibliographic Details
Main Authors: Nai-Long Zhang, Chao Gao, Gang Qiu, Jing-Gang Yang, Bai-Jian Wu, Xiao-Xiang Cheng
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Energies
Subjects:
transmission tower
tornado
structural health monitoring
load distribution
parameter identification
numerical analysis
Online Access:https://www.mdpi.com/1996-1073/18/2/357
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