{"title":"一种改进的自适应EMD-SVD方法用于铁路桥梁动应变处理","authors":"Bitao Wu , Wenpu Tang , Zhenwei Zhou , Yizhong Tan , Shizhi Chen , Yulin Feng","doi":"10.1016/j.istruc.2025.109777","DOIUrl":null,"url":null,"abstract":"<div><div>This paper proposes an improved adaptive Empirical Mode Decomposition (EMD) method for extracting high-precision dynamic distributed strain responses in railway bridges subjected to moving train loads. Considering the specific frequency characteristics of railway bridges, the improved method integrates Singular Value Decomposition (SVD) with EMD to effectively separate dynamic distributed strain components. Then, case studies comparing wavelet decomposition, EMD, and the proposed improved method are conducted. The study specifically investigates the impact of these signal processing techniques on the accuracy of separating dynamic and quasi-static strains under moving train loads, aiming to identify the optimal method for dynamic distributed strain measurements. The proposed method is experimentally validated on a full-scale bridge of the Shanghai-Kunming high-speed railway. Results demonstrate that the improved adaptive method offers advantages in processing efficiency and stability, and its performance is unaffected by the selection of the number of Intrinsic Mode Functions (IMFs). This enhanced method improves signal processing efficiency and accuracy, thus enabling its suitability for batch processing large-scale monitoring data.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"80 ","pages":"Article 109777"},"PeriodicalIF":4.3000,"publicationDate":"2025-07-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An improved adaptive EMD-SVD method for railway bridge dynamic LG-strain processing under moving trainloads\",\"authors\":\"Bitao Wu , Wenpu Tang , Zhenwei Zhou , Yizhong Tan , Shizhi Chen , Yulin Feng\",\"doi\":\"10.1016/j.istruc.2025.109777\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This paper proposes an improved adaptive Empirical Mode Decomposition (EMD) method for extracting high-precision dynamic distributed strain responses in railway bridges subjected to moving train loads. Considering the specific frequency characteristics of railway bridges, the improved method integrates Singular Value Decomposition (SVD) with EMD to effectively separate dynamic distributed strain components. Then, case studies comparing wavelet decomposition, EMD, and the proposed improved method are conducted. The study specifically investigates the impact of these signal processing techniques on the accuracy of separating dynamic and quasi-static strains under moving train loads, aiming to identify the optimal method for dynamic distributed strain measurements. The proposed method is experimentally validated on a full-scale bridge of the Shanghai-Kunming high-speed railway. Results demonstrate that the improved adaptive method offers advantages in processing efficiency and stability, and its performance is unaffected by the selection of the number of Intrinsic Mode Functions (IMFs). This enhanced method improves signal processing efficiency and accuracy, thus enabling its suitability for batch processing large-scale monitoring data.</div></div>\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":\"80 \",\"pages\":\"Article 109777\"},\"PeriodicalIF\":4.3000,\"publicationDate\":\"2025-07-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352012425015929\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012425015929","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
An improved adaptive EMD-SVD method for railway bridge dynamic LG-strain processing under moving trainloads
This paper proposes an improved adaptive Empirical Mode Decomposition (EMD) method for extracting high-precision dynamic distributed strain responses in railway bridges subjected to moving train loads. Considering the specific frequency characteristics of railway bridges, the improved method integrates Singular Value Decomposition (SVD) with EMD to effectively separate dynamic distributed strain components. Then, case studies comparing wavelet decomposition, EMD, and the proposed improved method are conducted. The study specifically investigates the impact of these signal processing techniques on the accuracy of separating dynamic and quasi-static strains under moving train loads, aiming to identify the optimal method for dynamic distributed strain measurements. The proposed method is experimentally validated on a full-scale bridge of the Shanghai-Kunming high-speed railway. Results demonstrate that the improved adaptive method offers advantages in processing efficiency and stability, and its performance is unaffected by the selection of the number of Intrinsic Mode Functions (IMFs). This enhanced method improves signal processing efficiency and accuracy, thus enabling its suitability for batch processing large-scale monitoring data.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.