Nonlinear unsteady bridge aerodynamics: Reduced-order modeling based on deep LSTM networks

被引:52
|
作者
Li, Tao [1 ,2 ]
Wu, Teng [2 ]
Liu, Zhao [1 ]
机构
[1] Southeast Univ, Sch Civil Engn, Nanjing 210096, Jiangsu, Peoples R China
[2] Univ Buffalo, Dept Civil Struct & Environm Engn, Buffalo, NY 14260 USA
基金
中国国家自然科学基金;
关键词
Nonlinear aerodynamics; Bridge; LSTM; Deep learning; Reduced-order modeling; Post-flutter; AEROELASTICITY; IDENTIFICATION; SIMULATION;
D O I
10.1016/j.jweia.2020.104116
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rapid increase in the bridge spans and the attendant innovative bridge deck cross-sections have placed significant importance on effectively modeling of the nonlinear, unsteady bridge aerodynamics. To this end, the deep long short-term memory (LSTM) networks are utilized in this study to develop a reduced-order model of the wind-bridge interaction system, where the model inputs are bridge deck motions and model outputs are motion-induced aerodynamics forces. The deep LSTM networks are first trained using the high-fidelity input-output aerodynamics datasets (e.g., based on the full-order computational fluid dynamics simulations). With the trained LSTM networks, it has been demonstrated that the bridge motion-induced nonlinear unsteady aerodynamics forces can be accurately and efficiently predicted. Numerical examples involving both the linear and nonlinear aerodynamics are employed to explore the flutter and post-flutter behaviors of bridges with the reduced-order model based on deep LSTM networks.
引用
收藏
页数:12
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