Evaluation of Visual Comfort on Long-Span Suspension Bridges Experiencing Vortex-Induced Vibrations: Basic Framework and a Case Study

Vortex-induced vibration is a prevalent form of wind-induced vibration during the operation period of long-span suspension bridges. It significantly influences the comfort of drivers and passengers and reduces the bridge’s service capacity. Currently, the primary method for evaluating comfort relies on vibration acceleration standards, which lack a basis for assessing visual comfort. This paper presents a practical framework for the evaluation of visual comfort on long-span suspension bridges experiencing vertical vortex-induced vibration. A visual simulator is developed for drivers and passengers, taking the specific bridge modal shapes, vibration amplitudes, and vehicle speeds into consideration. By simulating the dynamic visual effects experienced by drivers and passengers on past vehicles, the comfort levels are investigated through a questionnaire based on visual comfort. An evaluation model is established for the drivers’ subjective comfort response during vortex-induced vibration. The applicability and rationality of this evaluation process are illustrated through a typical case study. The results of the case study demonstrate that the comfort level of drivers and passengers is negatively correlated with the modal shapes and amplitudes under vortex-induced vibration conditions. Consequently, based on the visual comfort evaluation model, it is suggested that the maximum limit value for vertical vortex-induced vibration of the case study is 0.2–0.3 m. The proposed visual comfort evaluation process offers a comprehensive approach applicable to bridge serviceability.

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Publication Details

Journal
Journal of Performance of Constructed Facilities
Published
2025-02-28
DOI
https://doi.org/10.1061/jpcfev.cfeng-4941
Citations
2
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
1.91
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article

Evaluation of Visual Comfort on Long-Span Suspension Bridges Experiencing Vortex-Induced Vibrations: Basic Framework and a Case Study

Airong Chen, Yanlin Liu, Xiaohong Hu, Rujin Ma
2 citations
Journal of Performance of Constructed Facilities
Structural Engineering and Vibration Analysis
1.91
article

Evaluation of Visual Comfort on Long-Span Suspension Bridges Experiencing Vortex-Induced Vibrations: Basic Framework and a Case Study

Airong Chen, Yanlin Liu, Xiaohong Hu, Rujin Ma
article en
2 citations

Abstract

Vortex-induced vibration is a prevalent form of wind-induced vibration during the operation period of long-span suspension bridges. It significantly influences the comfort of drivers and passengers and reduces the bridge’s service capacity. Currently, the primary method for evaluating comfort relies on vibration acceleration standards, which lack a basis for assessing visual comfort. This paper presents a practical framework for the evaluation of visual comfort on long-span suspension bridges experiencing vertical vortex-induced vibration. A visual simulator is developed for drivers and passengers, taking the specific bridge modal shapes, vibration amplitudes, and vehicle speeds into consideration. By simulating the dynamic visual effects experienced by drivers and passengers on past vehicles, the comfort levels are investigated through a questionnaire based on visual comfort. An evaluation model is established for the drivers’ subjective comfort response during vortex-induced vibration. The applicability and rationality of this evaluation process are illustrated through a typical case study. The results of the case study demonstrate that the comfort level of drivers and passengers is negatively correlated with the modal shapes and amplitudes under vortex-induced vibration conditions. Consequently, based on the visual comfort evaluation model, it is suggested that the maximum limit value for vertical vortex-induced vibration of the case study is 0.2–0.3 m. The proposed visual comfort evaluation process offers a comprehensive approach applicable to bridge serviceability.

Journal of Performance of Constructed FacilitiesVol. 39(3)
Tongji University (CN)
Openalex Percentile: Top 17%
Structural Engineering and Vibration Analysis
1.91
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Evaluation of Visual Comfort on Long-Span Suspension Bridges Experiencing Vortex-Induced Vibrations: Basic Framework and a Case Study — Airong Chen, Yanlin Liu, et al. · Journal of Performance of Constructed Facilities (2025) | TGRS Research Map | TGRS