Vehicle stochastic response prediction of sea-crossing railway bridges under correlated wind and wave via machine learning

被引:2
|
作者
Guo, Chen [1 ]
Cui, Shengai [1 ,2 ]
Zeng, Guang [1 ]
Shen, Lu [1 ]
Yin, Ruitao [1 ]
Zhu, Bing [1 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Peoples R China
[2] Southwest Jiaotong Univ, Chengdu 610031, Peoples R China
基金
中国国家自然科学基金;
关键词
Offshore railway bridges; Wind and wave actions; Wind tunnel and wave flume tests; Copula model; Machine learning; DYNAMIC-RESPONSE; AERODYNAMIC CHARACTERISTICS; NEURAL-NETWORK; MODEL; TRAIN;
D O I
10.1016/j.oceaneng.2023.113714
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Offshore railway bridges are exposed to the complex coastal environment, and vehicles could experience sig-nificant responses when vehicles cross the sea-crossing bridge. To predict the vehicle response subjected to the stochastic excitations (wind and wave actions), Archimedes copulas are applied to identify the correlation be-tween wind speed and wave height. Based on the Gibbs sampling, an algorithm of Markov Chain Monte Carlo (MCMC), training samples are sampled from the optimal copula model (e.g., Clayton copula) as the input pa-rameters. Taking a representative vehicle-bridge model as the study object, wind tunnel and wave flume scaling tests are performed to obtain the aerodynamic characteristics with the influence of wave surface. The external loads are calculated using the Morison equation and the MacCamy-Fuchs equation. Vehicle indexes as the output parameters are quantified using Support Vector Machine (SVM), Gaussian Process (GP), and Neural Network (NN) Machine Learning (ML) method. Training and testing results indicate that the NN algorithm outperforms other training strategies even though SVM and GP reasonably predict the vehicle dynamic response. Since the wind and wave action is lateral, vertical acceleration performs insensitivity to input parameters and is mainly influenced by track irregularity.
引用
收藏
页数:10
相关论文
共 26 条
  • [1] Vehicle-bridge coupling dynamic response of sea-crossing railway bridge under correlated wind and wave conditions
    Fang, Chen
    Li, Yongle
    Wei, Kai
    Zhang, Jingyu
    Liang, Chunming
    ADVANCES IN STRUCTURAL ENGINEERING, 2019, 22 (04) : 893 - 906
  • [2] Serviceability analysis of sea-crossing bridges under correlated wind and wave loads
    Fang, Chen
    Xu, You-Lin
    Li, Yongle
    Li, Jinrong
    RELIABILITY ENGINEERING & SYSTEM SAFETY, 2024, 246
  • [3] Stochastic Response Assessment of Cross-Sea Bridges under Correlated Wind and Waves via Machine Learning
    Fang, Chen
    Tang, Haojun
    Li, Yongle
    JOURNAL OF BRIDGE ENGINEERING, 2020, 25 (06)
  • [4] Nonlinear dynamic response of sea-crossing bridges to 3D correlated wind and wave loads
    Fang, Chen
    Li, Yongle
    Xu, You-Lin
    ADVANCES IN STRUCTURAL ENGINEERING, 2022, 25 (16) : 3268 - 3283
  • [5] Extreme Response of a Sea-Crossing Bridge Tower under Correlated Wind and Waves
    Fang, Chen
    Li, Yongle
    Chen, Xingyu
    Tang, Haojun
    JOURNAL OF AEROSPACE ENGINEERING, 2019, 32 (06)
  • [6] Dynamic Response Influences of Combination Loads of Wind, Wave, and Current on Sea-Crossing Bridges
    Fang C.
    Li Y.
    Xiang H.
    Zhang J.
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2019, 54 (05): : 908 - 914and922
  • [7] Extreme responses of sea-crossing bridges subjected to offshore ground motion and correlated extreme wind and wave
    Bai, Xiaoyu
    Jiang, Hui
    Song, Guangsong
    Li, Xin
    OCEAN ENGINEERING, 2022, 247
  • [8] Directional effects of correlated wind and waves on the dynamic response of long-span sea-crossing bridges
    Yang, Rugang
    Li, Yongle
    Xu, Cheng
    Yang, Yi
    Fang, Chen
    APPLIED OCEAN RESEARCH, 2023, 132
  • [9] A comprehensive performance evaluation methodology for sea-crossing cable-stayed bridges under wind and wave loads
    Li, Chao
    Wu, Guo-Yi
    Li, Lu-Xi
    Liu, Chun-Guang
    Li, Hong-Nan
    Han, Qiang
    OCEAN ENGINEERING, 2023, 280
  • [10] Vehicle ride comfort analysis on sea-crossing bridges under drift ice load
    Wu, Tianyu
    Qiu, Wenliang
    Yao, Guowen
    Guo, Zengwei
    STRUCTURES, 2023, 47 : 846 - 861