Short-term Wind Speed Probabilistic Prediction Model Using DeepAR

被引:0
|
作者
He X. [1 ,2 ,3 ]
Duan Q. [1 ]
Yan L. [1 ,2 ,3 ]
机构
[1] School of Civil Engineering, Central South University, Changsha
[2] National Engineering Lahoratory for High-Speed Railway Construction, Changsha
[3] Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Changsha
来源
关键词
DeepAR model; interval prediction; railway bridge; short-term wind speed; single-point prediction;
D O I
10.3969/j.issn.1001-8360.2023.07.018
中图分类号
学科分类号
摘要
In order to predict the wind speed along the railway in advance and ensure the safety of bridge construction and high-speed train operation, a short-term wind speed probabilistic prediction method based on the DeepAR was proposed. The method was verified by the measured wind speed data of the Pingtan Straits Highway-Railway Bridge and the Xihoumen Bridge. Four models including the hybrid model using wavelet packet decomposition, convolutional neural network and convolutional long short term memory network (WPD-CNNLSTM-CNN) were used as the comparison model for point prediction. The Simplefeed-forward model, auto-regressive integrated moving average (ARIMA) model and Random Walk model were used to carry out interval prediction with confidence of 50% and 95% as the comparison model for interval prediction. The experimental results show that in both point prediction and interval prediction, the DeepAR prediction model can extract characteristic signals from random and intermittent short-term wind speed sequences and make predictions with high accuracy. Compared with other models, the DeepAR model, with better accuracy and generalization ability, can meet the needs of short-term wind speed prediction in practical construction projects. © 2023 Science Press. All rights reserved.
引用
收藏
页码:152 / 160
页数:8
相关论文
共 22 条
  • [1] DONGTianyun, ZHONG Mu, LIANG Xifeng, Shape Optimization of Train Cross Section under Strong Wind Condition[J], Journal of the China Railway Society, 42, 1, pp. 40-45, (2020)
  • [2] LIU Hui, TIAN Hongqi, LI Yanfei, Et al., Study on Performance Comparison of Wind Speed Hybrid High-precision One-step Predicting Models along Railways [J], Journal of the China Railway Society, 38, pp. 41-49, (2016)
  • [3] LI Decang, MENG Jianjun, XU Ruxun, Et al., Sliding Mode Adaptive Robust HK Control Method for High-speed Train under Strong Wind Conditions [J], Journal of the China Railway Society, 40, 7, pp. 67-73, (2018)
  • [4] YAN L, REN L, HE X H, Et al., Strong Wind Characteristics and Buffeting Response of a Cable-stayed Bridge under Construction, Sensors, 20, 4, (2020)
  • [5] JIANG Hui, BAI Xiaoyu, HUANG Lei, Et al., Seismic Response Characteristics of Deep-water Piers of Sea-crossing Bridges in Wave-current Environment, Journal of the China Railway Society, 41, 3, pp. 117-127, (2019)
  • [6] CUI Shengai, LIU Pin, YAN Xianjiao, Et al., Simulation Study on Coupled Vibration of Train-bridge System of Cross-sea Bridge under Crosswind Condition [J], Journal of the China Railway Society, 42, 6, pp. 93-101, (2020)
  • [7] ZHU Wanxu, QIN Heying, CAN Guorong, Et al., Key Techniques of Prestressed High-strength Rebar Anchorage Structure for Segmental Precast Piers of Hong Kong-Zhuhai-Macao Bridge, Journal of the China Railway Society, 39, 5, pp. 118-124, (2017)
  • [8] ZHANG Chaofan, Probabilistic Cross-wind Speed Prediction for Train Driving on Railroad Bridge [D], pp. 6-7, (2018)
  • [9] JIANG Yan, HUANG Guoqing, PENG Xinyan, Et al., Method of Short-term Wind Speed Forecasting Based on Generalized Autoregressive Conditional Heteroscedasticity Model [J], Journal of Southwest Jiaotong University, 51, 4, pp. 663-669, (2016)
  • [10] Bing LI, ZHANG Yan, LIU Shi, Wind Speed Short Term Prediction Study Based on LSTM [J], Computer Simulation, 35, 11, pp. 456-461, (2018)