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Research on Wind-induced Vibration Control of High-rise Steel Structures Based on Machine Learning Algorithm

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DOI: 10.23977/jemm.2021.060204 | Downloads: 10 | Views: 862

Author(s)

Qian Cao 1

Affiliation(s)

1 China Energy Longyuan Environmental Protection Co., Ltd

Corresponding Author

Qian Cao

ABSTRACT

In recent years, the research on vibration control of high-rise steel structures has developed vigorously, and many research results have been applied to practical projects. The main purpose of wind-induced vibration control of high-rise steel structures is to reduce the discomfort of occupants and the damage of precision equipment and non-structural components. This kind of high-rise steel tower structure is highly flexible, and under the action of strong wind load, the dynamic response of the structure is also great, which has a very adverse impact on the safety of the structure itself, the technological requirements of the building and the comfort level, etc. Therefore, it is increasingly important to effectively control the wind-induced vibration response of the structure. Machine learning algorithm is the research hotspot of gust prediction, and its advantage lies in that this kind of method can establish the nonlinear relationship between gust related variables and gust without depending on some specific parameters. Due to the uncertainty of the control system including structural system and control, the complexity of mathematical model and difficult to grasp dynamic characteristics, the wind-induced vibration control effect of high-rise buildings needs to be further improved. In this paper, the wind-induced vibration control of high-rise steel structures is described in detail by using machine learning algorithm.

KEYWORDS

Machine learning algorithm, high-rise steel structure, wind-induced vibration control

CITE THIS PAPER

Qian Cao. Research on Wind-induced Vibration Control of High-rise Steel Structures Based on Machine Learning Algorithm. Journal of Engineering Mechanics and Machinery (2021) Vol. 6: 19-24. DOI: http://dx.doi.org/10.23977/jemm.2021.060204

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