{"title":"具有磁流变调谐减振器的风力发电机塔舱模型","authors":"P. Martynowicz, Zbigniew Szydao","doi":"10.1109/CARPATHIANCC.2013.6560545","DOIUrl":null,"url":null,"abstract":"The paper addresses the design of laboratory test rig of wind turbine's tower-nacelle model with horizontally aligned magnetorheological tuned vibration absorber. Several model constraints are fulfilled. Test rig design is featured and described. Its main elements are: vertical stiff rod (a tower) and a system of steel plates and blocks that is fitted rigidly at rod's top (a nacelle), connected horizontally via a spring and MR damper with an additional mass of vibration absorber. The nacelle is excited horizontally, forcing tower bending modes of vibration. The rod itself may be either fitted rigidly at its bottom to the ground and excited horizontally at an arbitrary height by the second shaker, or laid on the steel plate being excited horizontally.","PeriodicalId":373601,"journal":{"name":"Proceedings of the 14th International Carpathian Control Conference (ICCC)","volume":"2 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-05-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"17","resultStr":"{\"title\":\"Wind turbine's tower-nacelle model with magnetorheological tuned vibration absorber\",\"authors\":\"P. Martynowicz, Zbigniew Szydao\",\"doi\":\"10.1109/CARPATHIANCC.2013.6560545\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paper addresses the design of laboratory test rig of wind turbine's tower-nacelle model with horizontally aligned magnetorheological tuned vibration absorber. Several model constraints are fulfilled. Test rig design is featured and described. Its main elements are: vertical stiff rod (a tower) and a system of steel plates and blocks that is fitted rigidly at rod's top (a nacelle), connected horizontally via a spring and MR damper with an additional mass of vibration absorber. The nacelle is excited horizontally, forcing tower bending modes of vibration. The rod itself may be either fitted rigidly at its bottom to the ground and excited horizontally at an arbitrary height by the second shaker, or laid on the steel plate being excited horizontally.\",\"PeriodicalId\":373601,\"journal\":{\"name\":\"Proceedings of the 14th International Carpathian Control Conference (ICCC)\",\"volume\":\"2 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-05-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"17\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the 14th International Carpathian Control Conference (ICCC)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/CARPATHIANCC.2013.6560545\",\"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 the 14th International Carpathian Control Conference (ICCC)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/CARPATHIANCC.2013.6560545","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Wind turbine's tower-nacelle model with magnetorheological tuned vibration absorber
The paper addresses the design of laboratory test rig of wind turbine's tower-nacelle model with horizontally aligned magnetorheological tuned vibration absorber. Several model constraints are fulfilled. Test rig design is featured and described. Its main elements are: vertical stiff rod (a tower) and a system of steel plates and blocks that is fitted rigidly at rod's top (a nacelle), connected horizontally via a spring and MR damper with an additional mass of vibration absorber. The nacelle is excited horizontally, forcing tower bending modes of vibration. The rod itself may be either fitted rigidly at its bottom to the ground and excited horizontally at an arbitrary height by the second shaker, or laid on the steel plate being excited horizontally.