Technical Papers
Mar 11, 2024

A Mathematical Model of Nonlinear Aerodynamic Damping for High-Rise Buildings

Publication: Journal of Engineering Mechanics
Volume 150, Issue 5

Abstract

Vortex-induced vibration (VIV) is a critical problem for high-rise buildings. Thus, accurate prediction of aerodynamic damping becomes a key problem in the wind-resistant design of high-rise buildings. A common feature of the existing aerodynamic damping models is that most of their model parameters are functions of wind velocity. Such a feature leads to the inconvenience of users because the parameters need to change from case to case. This paper proposes an aerodynamic damping model that is a function of structure responses only. That means it does not need to adjust its parameters in different wind speeds. A single-degree-of-freedom aeroelastic square section high-rise building model with different structural damping ratios is tested in a wind tunnel for the analytical modeling. According to the identified aerodynamic damping coefficients and its relation with response amplitudes, the nonlinear aerodynamic damping model is proposed. It is a polynomial-type function of the instantaneous velocity and displacement of the structure. The results show that predicted responses, by using one set of model parameters, are in good agreement with the experiment data in the whole tested wind speed range. These results suggest that the proposed aerodynamic model can be a generic model for prediction of wind-induced vibration.

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Data Availability Statement

All data, model, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful for the financial support by Natural Science Foundation of China (52078087), the Graduate Research and Innovation Foundation of Chongqing, China (CYB22027), the 111 Project of the Ministry of Education, and the Bureau of Foreign Experts of China (No. B18062).
Author contributions: Yi Hui: Conceptualization, Methodology, Writing–original draft, Project administration, Funding acquisition. Zhen Liu: Conceptualization, Methodology, Software, Writing–original draft, Validation. Kunpeng Guo: Experiment, Writing–review. Qingshan Yang: Funding acquisition, Supervision.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 150Issue 5May 2024

History

Received: Sep 20, 2023
Accepted: Jan 9, 2024
Published online: Mar 11, 2024
Published in print: May 1, 2024
Discussion open until: Aug 11, 2024

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Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400030, China. Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400030, China (corresponding author). Email: [email protected]
Kunpeng Guo [email protected]
Postdoctoral Researcher, School of Civil Engineering, Chongqing Univ., Chongqing 400030, China. Email: [email protected]
Qingshan Yang [email protected]
Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400030, China. Email: [email protected]

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