Effect of inhomogeneous wind field in mountainous area on the aerostatic stability of long-span truss suspension bridge

To investigate the impact of inhomogeneous wind sites on the aerostatic stability of a long-span suspension bridge in mountainous canyon terrain, this study focuses on such a bridge as its subject. Initially, extensive wind measurements were conducted at the bridge site. The data revealed significant variability in wind speed and angle of attack across the bridge’s span, highlighting the wind’s inhomogeneity. Subsequently, a nonlinear analysis method was developed to model the bridge’s static response to the inhomogeneous wind field, integrating empirical wind data and segment model tests. This method was validated through wind tunnel simulations of the inhomogeneous wind field and comprehensive aeroelastic model tests of the full bridge. The results indicate that the inhomogeneous wind field significantly affects the bridge’s aerostatic stability. These findings offer valuable insights for related studies.

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Publication Details

Journal
AIP Advances
Published
2025-02-01
DOI
https://doi.org/10.1063/5.0249930
Citations
1
Primary Topic
Fluid Dynamics and Vibration Analysis
Type
article
Field-Weighted Citation Impact
1.33

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Effect of inhomogeneous wind field in mountainous area on the aerostatic stability of long-span truss suspension bridge

Cheng Pei, Jeng Hsiang Lin, Yuxuan Bao, Jun Feng et al.
1 citations
AIP Advances
Fluid Dynamics and Vibration Analysis
1.33
article

Effect of inhomogeneous wind field in mountainous area on the aerostatic stability of long-span truss suspension bridge

Cheng Pei, Jeng Hsiang Lin, Yuxuan Bao, Jun Feng, Xiaokang Cheng, Yuhao Mou
article en
1 citations

Abstract

To investigate the impact of inhomogeneous wind sites on the aerostatic stability of a long-span suspension bridge in mountainous canyon terrain, this study focuses on such a bridge as its subject. Initially, extensive wind measurements were conducted at the bridge site. The data revealed significant variability in wind speed and angle of attack across the bridge’s span, highlighting the wind’s inhomogeneity. Subsequently, a nonlinear analysis method was developed to model the bridge’s static response to the inhomogeneous wind field, integrating empirical wind data and segment model tests. This method was validated through wind tunnel simulations of the inhomogeneous wind field and comprehensive aeroelastic model tests of the full bridge. The results indicate that the inhomogeneous wind field significantly affects the bridge’s aerostatic stability. These findings offer valuable insights for related studies.

AIP AdvancesVol. 15(2)
Civil Aviation Flight University of China (CN)
National Key Research and Development Program of China, Fundamental Research Funds for the Central Universities
Openalex Percentile: Top 27%
Fluid Dynamics and Vibration Analysis
1.33
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