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Random Vibration Analysis of Train-Bridge System Based on Parallel Adaptive Enhanced-Surrogate Model

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成果类型:
期刊论文
作者:
Yang, Fei;Zhang, Xun;Han, Yan;Yang, Lei;Wang, Lidong
通讯作者:
Han, Y;Zhang, X
作者机构:
[Wang, Lidong; Han, Yan; Yang, Fei] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
[Yang, Fei] Hunan Commun Res Inst Co Ltd, Changsha 410015, Hunan, Peoples R China.
[Zhang, X; Yang, Lei; Zhang, Xun] Yellow River Conservancy Tech Inst, Kaifeng 475004, Henan, Peoples R China.
通讯机构:
[Zhang, X ] Y
[Han, Y ] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Hunan, Peoples R China.
Yellow River Conservancy Tech Inst, Kaifeng 475004, Henan, Peoples R China.
语种:
英文
关键词:
Train-bridge system;random vibration;parallel adaptive enhanced;surrogate model;wheel load reduction rate
期刊:
International Journal of Structural Stability and Dynamics
ISSN:
0219-4554
年:
2025
基金类别:
Key Scientific Research Project of Higher Education Institutions in Henan Province [25A560026]; National Natural Science Foundation of China [52208459, 52478494]; Kaifeng City Science and Technology Research Project [2401002]
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
In order to enhance the efficiency of stochastic vibration analysis for train-bridge coupling systems, this paper proposes a novel approach based on the parallel adaptive enhanced (PAE)-surrogate model. First, an initial surrogate model is established to predict the extreme values of dynamic responses in the train-bridge coupling system using a small number of training samples. Second, a multipoint adaptive sampling method is employed to determine a set of new samples that provide more information. The theoretical extreme values of the dynamic responses corresponding to the new samples are cal...

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