Investigation on typhoon-induced aero-elastic response of membrane structures by wind tunnel test and numerical simulation

Extreme winds, such as typhoons, can lead to serious vibration and damage for flexible membrane roofs. An understanding of the aeroelastic behavior experienced by membrane structures during typhoons is therefore significant to allow well designed in practice. This paper investigates the aeroelastic response of umbrella shaped membrane structures under typhoon experimentally and numerically. The flexible scaled model is tested in typhoon field simulated in wind tunnel to investigate the aeroelastic characteristics varying with wind velocities and wind directions, including displacement response, non-Gaussian characteristics, frequency, modal shape and damping ratios et al. The full coupled fluid-structure interaction numerical model proposed is benchmarked and expanded in parameter discussions. The results indicate that non-Gaussian characteristics appear significant with positive skewness in pressure region and negative skewness in suction region. The probabilistic distribution proves leptokurtic type with kurtosis beyond three. The displacement response in statistics increases almost linearly with wind velocity while the non-Gaussian characteristics remain robust. The high-order mode shapes can be excited in typhoon, and their frequencies and damping ratios vary with wind velocities. The effects of both wind velocity and membrane pretension are proved to be more remarkable than rise-span ratio. This study can address the deficiency of current studies and provisions on the dynamic response of membrane structures in typhoons. • Aerodynamic properties of the flexible umbrella-shaped membrane structure in typhoon are determined by wind tunnel tests and numerical simulations. • Different categories of typhoons are considered with the effects of wind direction and wind speed. • Non-Gaussian characteristics of dynamic response are specified. • The structural eigenfrequency and damping ratio are identified in typhoon field. • Roles of Reynolds number, rise-span ratio, and membrane pretension are investigated.

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Publication Details

Journal
Journal of Building Engineering
Published
2024-10-09
DOI
https://doi.org/10.1016/j.jobe.2024.110996
Citations
3
Primary Topic
Wind and Air Flow Studies
Type
article
Field-Weighted Citation Impact
0.62
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article

Investigation on typhoon-induced aero-elastic response of membrane structures by wind tunnel test and numerical simulation

Hongwei Huang, Xiaowei Deng, Changjiang Liu, Yi Hua Qiu et al.
3 citations
Journal of Building Engineering
Wind and Air Flow Studies
0.62
article

Investigation on typhoon-induced aero-elastic response of membrane structures by wind tunnel test and numerical simulation

Hongwei Huang, Xiaowei Deng, Changjiang Liu, Yi Hua Qiu, Dong Li, Leiyu Lu
article en
3 citations

Abstract

Extreme winds, such as typhoons, can lead to serious vibration and damage for flexible membrane roofs. An understanding of the aeroelastic behavior experienced by membrane structures during typhoons is therefore significant to allow well designed in practice. This paper investigates the aeroelastic response of umbrella shaped membrane structures under typhoon experimentally and numerically. The flexible scaled model is tested in typhoon field simulated in wind tunnel to investigate the aeroelastic characteristics varying with wind velocities and wind directions, including displacement response, non-Gaussian characteristics, frequency, modal shape and damping ratios et al. The full coupled fluid-structure interaction numerical model proposed is benchmarked and expanded in parameter discussions. The results indicate that non-Gaussian characteristics appear significant with positive skewness in pressure region and negative skewness in suction region. The probabilistic distribution proves leptokurtic type with kurtosis beyond three. The displacement response in statistics increases almost linearly with wind velocity while the non-Gaussian characteristics remain robust. The high-order mode shapes can be excited in typhoon, and their frequencies and damping ratios vary with wind velocities. The effects of both wind velocity and membrane pretension are proved to be more remarkable than rise-span ratio. This study can address the deficiency of current studies and provisions on the dynamic response of membrane structures in typhoons. • Aerodynamic properties of the flexible umbrella-shaped membrane structure in typhoon are determined by wind tunnel tests and numerical simulations. • Different categories of typhoons are considered with the effects of wind direction and wind speed. • Non-Gaussian characteristics of dynamic response are specified. • The structural eigenfrequency and damping ratio are identified in typhoon field. • Roles of Reynolds number, rise-span ratio, and membrane pretension are investigated.

Journal of Building EngineeringVol. 98
Xihua University (CN), Guangzhou University (CN), Fuzhou University (CN), University of Hong Kong (HK)
Affordable and clean energy
Openalex Percentile: Top 35%
Wind and Air Flow Studies
0.62
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