{"title":"装有粘弹性阻尼器的扭转耦合结构的抗震性能","authors":"F. Paolacci, M. Ciucci","doi":"10.1115/PVP2018-84373","DOIUrl":null,"url":null,"abstract":"The paper deals with the seismic passive control of torsionally coupled structures, equipped with viscoelastic dampers. Based on the dynamic response of a three degrees of freedom model to a white noise input process, an energy-based design procedure is proposed, and its effectiveness is investigated through an extensive parametric analysis. Subsequently, the proposed methodology is applied to a seven-story torsionally coupled building.","PeriodicalId":180537,"journal":{"name":"Volume 8: Seismic Engineering","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2018-07-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic Behaviour of Torsionally Coupled Structures Equipped With Viscoelastic Dampers\",\"authors\":\"F. Paolacci, M. Ciucci\",\"doi\":\"10.1115/PVP2018-84373\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paper deals with the seismic passive control of torsionally coupled structures, equipped with viscoelastic dampers. Based on the dynamic response of a three degrees of freedom model to a white noise input process, an energy-based design procedure is proposed, and its effectiveness is investigated through an extensive parametric analysis. Subsequently, the proposed methodology is applied to a seven-story torsionally coupled building.\",\"PeriodicalId\":180537,\"journal\":{\"name\":\"Volume 8: Seismic Engineering\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2018-07-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Volume 8: Seismic Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1115/PVP2018-84373\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Volume 8: Seismic Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1115/PVP2018-84373","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Seismic Behaviour of Torsionally Coupled Structures Equipped With Viscoelastic Dampers
The paper deals with the seismic passive control of torsionally coupled structures, equipped with viscoelastic dampers. Based on the dynamic response of a three degrees of freedom model to a white noise input process, an energy-based design procedure is proposed, and its effectiveness is investigated through an extensive parametric analysis. Subsequently, the proposed methodology is applied to a seven-story torsionally coupled building.
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