{"title":"使用电磁动态减振器的电气设备减振:振动台试验和数值模拟","authors":"Mengyao Zhou , Shikai Gao , Zheng Lu , Guowei Zhang , Zhao-Dong Xu , Hongjing Xue","doi":"10.1016/j.engstruct.2025.120808","DOIUrl":null,"url":null,"abstract":"<div><div>This study proposes an electromagnetic dynamic vibration absorber (EMDVA) to reduce the seismic vibration of equipment in nuclear power plants. Its effectiveness is validated through shaking table tests of the integrated equipment-EMDVA system, with excitations generated by a thorium molten salt reactor (TMSR) model, considering the interaction with soil and plant structures. The EMDVA, integrating linear springs and electromagnetic spring elements with nonlinear stiffness, achieving a wide control frequency range while reducing sensitivity to variations in excitation amplitude. The damping mechanism is analyzed through theoretical and experimental studies of electromagnetic springs. Results reveal that the EMDVA transfers vibration energy to a wider frequency range and dissipates it quickly, outperforming the linear DVA in electrical cabinets. Increasing nonlinear stiffness broadens the control bandwidth but reduces stability to excitation amplitude variations. Parameter analysis shows that when the initial nonlinear stiffness proportion is 50–80 %, the EMDVA offers a significantly wider control bandwidth with minimal sensitivity increase. Under intense excitations, the EMDVA can decrease the maximum working stroke compared to the DVA, making it more suitable for space-constrained equipment applications.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"341 ","pages":"Article 120808"},"PeriodicalIF":6.4000,"publicationDate":"2025-06-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Vibration reduction of electric equipment using an electromagnetic dynamic vibration absorber: Shaking table tests and numerical simulations\",\"authors\":\"Mengyao Zhou , Shikai Gao , Zheng Lu , Guowei Zhang , Zhao-Dong Xu , Hongjing Xue\",\"doi\":\"10.1016/j.engstruct.2025.120808\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study proposes an electromagnetic dynamic vibration absorber (EMDVA) to reduce the seismic vibration of equipment in nuclear power plants. Its effectiveness is validated through shaking table tests of the integrated equipment-EMDVA system, with excitations generated by a thorium molten salt reactor (TMSR) model, considering the interaction with soil and plant structures. The EMDVA, integrating linear springs and electromagnetic spring elements with nonlinear stiffness, achieving a wide control frequency range while reducing sensitivity to variations in excitation amplitude. The damping mechanism is analyzed through theoretical and experimental studies of electromagnetic springs. Results reveal that the EMDVA transfers vibration energy to a wider frequency range and dissipates it quickly, outperforming the linear DVA in electrical cabinets. Increasing nonlinear stiffness broadens the control bandwidth but reduces stability to excitation amplitude variations. Parameter analysis shows that when the initial nonlinear stiffness proportion is 50–80 %, the EMDVA offers a significantly wider control bandwidth with minimal sensitivity increase. Under intense excitations, the EMDVA can decrease the maximum working stroke compared to the DVA, making it more suitable for space-constrained equipment applications.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"341 \",\"pages\":\"Article 120808\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-06-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S014102962501199X\",\"RegionNum\":1,\"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":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S014102962501199X","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Vibration reduction of electric equipment using an electromagnetic dynamic vibration absorber: Shaking table tests and numerical simulations
This study proposes an electromagnetic dynamic vibration absorber (EMDVA) to reduce the seismic vibration of equipment in nuclear power plants. Its effectiveness is validated through shaking table tests of the integrated equipment-EMDVA system, with excitations generated by a thorium molten salt reactor (TMSR) model, considering the interaction with soil and plant structures. The EMDVA, integrating linear springs and electromagnetic spring elements with nonlinear stiffness, achieving a wide control frequency range while reducing sensitivity to variations in excitation amplitude. The damping mechanism is analyzed through theoretical and experimental studies of electromagnetic springs. Results reveal that the EMDVA transfers vibration energy to a wider frequency range and dissipates it quickly, outperforming the linear DVA in electrical cabinets. Increasing nonlinear stiffness broadens the control bandwidth but reduces stability to excitation amplitude variations. Parameter analysis shows that when the initial nonlinear stiffness proportion is 50–80 %, the EMDVA offers a significantly wider control bandwidth with minimal sensitivity increase. Under intense excitations, the EMDVA can decrease the maximum working stroke compared to the DVA, making it more suitable for space-constrained equipment applications.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.