{"title":"某250英尺跨径钢桁架公路桥梁振动主动控制","authors":"S. Shelley, A. Aktan, N. Frederick","doi":"10.1109/CCA.1993.348295","DOIUrl":null,"url":null,"abstract":"This paper describes a full scale implementation of an active vibration control system on a 250 foot span steel truss highway bridge. An adaptive modal filter based modal control scheme is utilized in conjunction with a prototype long stroke electromagnetic reaction mass control actuator to achieve up to 20 db attenuation of modal response amplitudes.<<ETX>>","PeriodicalId":276779,"journal":{"name":"Proceedings of IEEE International Conference on Control and Applications","volume":"52 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1993-09-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"7","resultStr":"{\"title\":\"Active vibration control of a 250 foot span steel truss highway bridge\",\"authors\":\"S. Shelley, A. Aktan, N. Frederick\",\"doi\":\"10.1109/CCA.1993.348295\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This paper describes a full scale implementation of an active vibration control system on a 250 foot span steel truss highway bridge. An adaptive modal filter based modal control scheme is utilized in conjunction with a prototype long stroke electromagnetic reaction mass control actuator to achieve up to 20 db attenuation of modal response amplitudes.<<ETX>>\",\"PeriodicalId\":276779,\"journal\":{\"name\":\"Proceedings of IEEE International Conference on Control and Applications\",\"volume\":\"52 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1993-09-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"7\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of IEEE International Conference on Control and Applications\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/CCA.1993.348295\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of IEEE International Conference on Control and Applications","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/CCA.1993.348295","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Active vibration control of a 250 foot span steel truss highway bridge
This paper describes a full scale implementation of an active vibration control system on a 250 foot span steel truss highway bridge. An adaptive modal filter based modal control scheme is utilized in conjunction with a prototype long stroke electromagnetic reaction mass control actuator to achieve up to 20 db attenuation of modal response amplitudes.<>