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Article

A CFD Study on Wind Pressure Characteristics and Vortex-Induced Vibration of the Yingxian Wooden Pagoda

by
Zhen Wang
1,
Wennan Zou
1 and
Changxin Tang
2,3,*
1
Institute of Engineering Mechanics, Nanchang University, Nanchang 330031, China
2
Institute of Photovoltaics, Nanchang University, Nanchang 330031, China
3
Jiangxi Provincial Key Laboratory of Solar Photovoltaics, Nanchang University, Nanchang 330031, China
*
Author to whom correspondence should be addressed.
Buildings 2026, 16(6), 1154; https://doi.org/10.3390/buildings16061154
Submission received: 13 January 2026 / Revised: 6 March 2026 / Accepted: 11 March 2026 / Published: 14 March 2026
(This article belongs to the Section Building Structures)

Abstract

The Yingxian Wooden Pagoda, a structure with a history spanning a thousand years, currently faces significant wind-induced safety risks. To understand the aerodynamic mechanism behind this issue, this study uses Computational Fluid Dynamics (CFD) with the Realizable k-ε turbulence model to perform high-fidelity transient simulations at wind speeds from 10 to 30 m per second. The results show that the highest positive pressure occurs on the sides of the windward face, while a large low-pressure vortex zone forms on the leeward side. The simulations include both the Kármán vortex street and the measurement of three-dimensional vortex-induced forces, marking a major advancement. A key finding is the synchronized period (ratio ≈ 1) of the along-wind and cross-wind forces, which differs from streamlined cylinders and is due to the pagoda’s unique octagonal shape. The force amplitudes increase exponentially with wind speed, while the average drag and lift have a quadratic relationship. Additionally, a new shape-specific correction factor of 0.875 is introduced to adjust the classical Strouhal formula, which greatly improves prediction accuracy for this type of ancient structure. This study offers both a theoretical foundation and a practical “digital wind tunnel” method for assessing wind-induced risks and supporting the safety monitoring of historic timber structures.
Keywords: Yingxian wooden pagoda; wind pressure distribution; vortex-induced vibration; computational fluid dynamics (CFD); structural response Yingxian wooden pagoda; wind pressure distribution; vortex-induced vibration; computational fluid dynamics (CFD); structural response

Share and Cite

MDPI and ACS Style

Wang, Z.; Zou, W.; Tang, C. A CFD Study on Wind Pressure Characteristics and Vortex-Induced Vibration of the Yingxian Wooden Pagoda. Buildings 2026, 16, 1154. https://doi.org/10.3390/buildings16061154

AMA Style

Wang Z, Zou W, Tang C. A CFD Study on Wind Pressure Characteristics and Vortex-Induced Vibration of the Yingxian Wooden Pagoda. Buildings. 2026; 16(6):1154. https://doi.org/10.3390/buildings16061154

Chicago/Turabian Style

Wang, Zhen, Wennan Zou, and Changxin Tang. 2026. "A CFD Study on Wind Pressure Characteristics and Vortex-Induced Vibration of the Yingxian Wooden Pagoda" Buildings 16, no. 6: 1154. https://doi.org/10.3390/buildings16061154

APA Style

Wang, Z., Zou, W., & Tang, C. (2026). A CFD Study on Wind Pressure Characteristics and Vortex-Induced Vibration of the Yingxian Wooden Pagoda. Buildings, 16(6), 1154. https://doi.org/10.3390/buildings16061154

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