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Research Article | Open Access

Analysis theory and engineering applications of steel–concrete hybrid tower structures for large wind turbines

Yuhang Wanga, Xuhong Zhoua, Xiaogang Huanga, Chao Hua, Shouzhen Lib, Wei Rena, Yusen Liua, Kaiyuan Jina, Kang Wangc( ), Pouria Ayougha
School of Civil Engineering, Chongqing University, Chongqing 400045, China
Department of Building Environment and Energy Engineering, The Hong Kong Polytechnic University, Hong Kong 999077, China
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
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Abstract

Developing wind power is crucial for achieving China’s dual-carbon goals. In recent years, the wind power industry has faced trends of increasing turbine capacity, significantly taller hub heights, and longer blade lengths. Traditional steel towers, owing to their high costs and frequent accidents, are becoming less suitable for meeting these demands. As a result, steel–concrete hybrid high-tower structures (referred to as “hybrid high-tower structures”) have emerged as the primary support for large-scale wind turbines. This paper presents the latest research developments in steel-prestressed concrete hybrid towers and prestressed concrete-filled steel tubular (CFST) lattice towers, which play pivotal roles in advancing hybrid high-tower technology.

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Journal of Intelligent Construction
Article number: 9180090

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Cite this article:
Wang Y, Zhou X, Huang X, et al. Analysis theory and engineering applications of steel–concrete hybrid tower structures for large wind turbines. Journal of Intelligent Construction, 2025, 3(2): 9180090. https://doi.org/10.26599/JIC.2025.9180090

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Received: 26 November 2024
Revised: 20 December 2024
Accepted: 30 December 2024
Published: 29 April 2025
© The Author(s) 2025. Published by Tsinghua University Press.

The articles published in this open access journal are distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits use, distribution and reproduction in any medium, provided the original work is properly cited.