{"title":"研究了轴承水平位移与剪切力的关系","authors":"Văn Thuyết Ngô","doi":"10.59382/j-ibst.2022.vi.vol4-2","DOIUrl":null,"url":null,"abstract":"Fiber reinforced elastomeric isolator (FREI) is a relatively new laminated elastomeric isolator and is expected to reduce the damage for mid and low-rise buildings under earthquakes. It has been studied and developed with two types: bonded fiber reinforced elastomeric isolator (B-FREI) and unbonded fiber reinforced elastomeric isolator (U-FREI). In this study, the response of a reinforced concrete frame building supported on U-FREIs under the action of various ground motions of recorded real earthquakes in the past is investigated by finite element analysis using SAP2000 software. Result is to determine the hysteresis loops shown the base shear - horizontal displacement curves of the U-FREI supported the base-isolated building under the action of various earthquakes.","PeriodicalId":350876,"journal":{"name":"Vietnam Institute for Building Science and Technology","volume":"11 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"KHẢO SÁT ĐƯỜNG QUAN HỆ LỰC CẮT - CHUYỂN VỊ NGANG CỦA GỐI \\nCÁCH CHẤN ĐÀN HỒI CỐT SỢI TRONG CÔNG TRÌNH CÁCH CHẤN ĐÁY \\nCHỊU ĐỘNG ĐẤT\",\"authors\":\"Văn Thuyết Ngô\",\"doi\":\"10.59382/j-ibst.2022.vi.vol4-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Fiber reinforced elastomeric isolator (FREI) is a relatively new laminated elastomeric isolator and is expected to reduce the damage for mid and low-rise buildings under earthquakes. It has been studied and developed with two types: bonded fiber reinforced elastomeric isolator (B-FREI) and unbonded fiber reinforced elastomeric isolator (U-FREI). In this study, the response of a reinforced concrete frame building supported on U-FREIs under the action of various ground motions of recorded real earthquakes in the past is investigated by finite element analysis using SAP2000 software. Result is to determine the hysteresis loops shown the base shear - horizontal displacement curves of the U-FREI supported the base-isolated building under the action of various earthquakes.\",\"PeriodicalId\":350876,\"journal\":{\"name\":\"Vietnam Institute for Building Science and Technology\",\"volume\":\"11 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Vietnam Institute for Building Science and Technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.59382/j-ibst.2022.vi.vol4-2\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Vietnam Institute for Building Science and Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.59382/j-ibst.2022.vi.vol4-2","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
KHẢO SÁT ĐƯỜNG QUAN HỆ LỰC CẮT - CHUYỂN VỊ NGANG CỦA GỐI
CÁCH CHẤN ĐÀN HỒI CỐT SỢI TRONG CÔNG TRÌNH CÁCH CHẤN ĐÁY
CHỊU ĐỘNG ĐẤT
Fiber reinforced elastomeric isolator (FREI) is a relatively new laminated elastomeric isolator and is expected to reduce the damage for mid and low-rise buildings under earthquakes. It has been studied and developed with two types: bonded fiber reinforced elastomeric isolator (B-FREI) and unbonded fiber reinforced elastomeric isolator (U-FREI). In this study, the response of a reinforced concrete frame building supported on U-FREIs under the action of various ground motions of recorded real earthquakes in the past is investigated by finite element analysis using SAP2000 software. Result is to determine the hysteresis loops shown the base shear - horizontal displacement curves of the U-FREI supported the base-isolated building under the action of various earthquakes.
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