Yong Quan
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Yong Quan has a total of 38 co-authors. Here are the top co-authors by number of shared publications:
Ming Gu
14 shared publications- Ming Gu
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
4 shared publications Bin He
3 shared publicationsChengdong Feng
Hebei university of Technology
3 shared publicationsGuoqiang Fu
3 shared publications- Jialu Chen
State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China
3 shared publications
Latest Publications
- 23 March 2026
- Published by Elsevier in Journal of Wind Engineering and Industrial Aerodynamics
- Vol. 273
Large eddy simulation study of atmospheric boundary layer flow over heterogeneous terrain
- 23 March 2026
- Published by Elsevier in Journal of Wind Engineering and Industrial Aerodynamics
- Vol. 273
Large eddy simulation study of atmospheric boundary layer flow over heterogeneous terrain
- 28 December 2025
- Published by Elsevier in Journal of Building Engineering
- Vol. 118
Rigid model pressure measurement experimental study on wind loads of twisted supertall building under veering wind fields
- 28 December 2025
- Published by Elsevier in Journal of Building Engineering
- Vol. 118
Rigid model pressure measurement experimental study on wind loads of twisted supertall building under veering wind fields
- 14 September 2025
- Published by Elsevier in Journal of Building Engineering
- Vol. 113
Numerical simulation on across-wind aeroelastic effects of supertall building based on forced-vibration method
- 14 September 2025
- Published by Elsevier in Journal of Building Engineering
- Vol. 113
Numerical simulation on across-wind aeroelastic effects of supertall building based on forced-vibration method
- 10 March 2024
- Published by Springer Nature in Natural Hazards
- Vol. 120 (8) , 7195-7209
Maximum wind speed radius and filling model of tropical cyclones in the coastal regions of Southeast China
- 10 March 2024
- Published by Springer Nature in Natural Hazards
- Vol. 120 (8) , 7195-7209
Maximum wind speed radius and filling model of tropical cyclones in the coastal regions of Southeast China
- Open Access
- 3 January 2024
- Published by Springer Nature in Research Square
Experimental study on unsteady aerodynamics of an oscillating three-dimensional prism in uniform and turbulent boundary layer flows using forced vibration technique
Unsteady aerodynamic forces play a crucial role in phenomena such as vortex-induced vibration and galloping. However, the influence of turbulence on unsteady aerodynamics remains far from been fully understood. In this study, a series of forced vibration model and rigid model wind tunnel tests were conducted in both a uniform flow and three different turbulent boundary layer flows with varying turbulence conditions to investigate the unsteady aerodynamic forces of a slender three-dimensional prism. Turbulence effects on the along-wind and across-wind unsteady wind pressure, local and generalized aerodynamic force coefficients, Strouhal number, correlations and coherence functions of unsteady aerodynamic forces, and aeroelastic parameters were comparatively investigated, and the underlying mechanisms were further discussed. The results show remarkable differences in unsteady aerodynamics between the uniform and turbulent flows due to the complex coupling effects among the turbulence, vibration amplitude, and reduced wind speed. The vibration has a significant impact on the unsteady aerodynamics in the same direction. Additionally, along-wind vibration could influence across-wind unsteady aerodynamic forces, while across-wind vibration has minimal effects on along-wind aerodynamic forces. Increasing the amplitude of across-wind vibration significantly increases vertical correlation coefficients within the lock-in region but notably reduces the separation length, weakening horizontal correlation coefficients on the sideward face. Nonetheless, the unsteady aerodynamics are mainly determined by the quasi-steady states beyond the lock-in region, and the influence of vibration is generally negligible. As turbulence intensity increases, the power spectra densities of across-wind aerodynamic forces become wider, and the across-wind aerodynamic force coefficients and aeroelastic parameters exhibit more moderate variations with reduced wind speeds. Both the vertical and horizontal correlation coefficients decrease noticeably at a high level of turbulence intensity, and the end effect and the formation of nonlinear aerodynamics are also suppressed. The Strouhal number of the three-dimensional oscillating prism is little affected by turbulence. However, the lock-in region is extended in turbulent flows compared to uniform flow.
- 3 January 2024
- Published by Springer Nature in Research Square
Open AccessExperimental study on unsteady aerodynamics of an oscillating three-dimensional prism in uniform and turbulent boundary layer flows using forced vibration technique
Unsteady aerodynamic forces play a crucial role in phenomena such as vortex-induced vibration and galloping. However, the influence of turbulence on unsteady aerodynamics remains far from been fully understood. In this study, a series of forced vibration model and rigid model wind tunnel tests were conducted in both a uniform flow and three different turbulent boundary layer flows with varying turbulence conditions to investigate the unsteady aerodynamic forces of a slender three-dimensional prism. Turbulence effects on the along-wind and across-wind unsteady wind pressure, local and generalized aerodynamic force coefficients, Strouhal number, correlations and coherence functions of unsteady aerodynamic forces, and aeroelastic parameters were comparatively investigated, and the underlying mechanisms were further discussed. The results show remarkable differences in unsteady aerodynamics between the uniform and turbulent flows due to the complex coupling effects among the turbulence, vibration amplitude, and reduced wind speed. The vibration has a significant impact on the unsteady aerodynamics in the same direction. Additionally, along-wind vibration could influence across-wind unsteady aerodynamic forces, while across-wind vibration has minimal effects on along-wind aerodynamic forces. Increasing the amplitude of across-wind vibration significantly increases vertical correlation coefficients within the lock-in region but notably reduces the separation length, weakening horizontal correlation coefficients on the sideward face. Nonetheless, the unsteady aerodynamics are mainly determined by the quasi-steady states beyond the lock-in region, and the influence of vibration is generally negligible. As turbulence intensity increases, the power spectra densities of across-wind aerodynamic forces become wider, and the across-wind aerodynamic force coefficients and aeroelastic parameters exhibit more moderate variations with reduced wind speeds. Both the vertical and horizontal correlation coefficients decrease noticeably at a high level of turbulence intensity, and the end effect and the formation of nonlinear aerodynamics are also suppressed. The Strouhal number of the three-dimensional oscillating prism is little affected by turbulence. However, the lock-in region is extended in turbulent flows compared to uniform flow.
- 15 October 2023
- Published by Springer Nature in Natural Hazards
- Vol. 120 (1) , 805-824
Influence of average time interval and observation spacing of wind speed records on prediction results of extreme wind speed
- 15 October 2023
- Published by Springer Nature in Natural Hazards
- Vol. 120 (1) , 805-824
Influence of average time interval and observation spacing of wind speed records on prediction results of extreme wind speed
- 15 July 2023
- Published by Elsevier in Structures
- Vol. 56, 104862
Improved model for parametric optimization of tuned mass damper-inerter for wind-induced vibration control of high-rise building
- 15 July 2023
- Published by Elsevier in Structures
- Vol. 56, 104862
Improved model for parametric optimization of tuned mass damper-inerter for wind-induced vibration control of high-rise building