{"title":"采用高强度纤维护套的柱抗震加固","authors":"E. Fyfe","doi":"10.14359/1552","DOIUrl":null,"url":null,"abstract":"In 1987, testing began on a concept to use High Strength Fibers to retrofit columns to increase strength and ductility. The tests were completed on fourteen columns. Columns were tested for confining the lap-slice flexural areas for circular and rectangular columns. They were also tested for shear-flexural performance (with no lap-splice). This paper summarizes the testing carried out on the High Strength Fibrwrap System, repair techniques developed, and installations in the field.","PeriodicalId":163993,"journal":{"name":"SP-160: Seismic Rehabilitation of Concrete Structures","volume":"78 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1996-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Column Seismic Retrofitting Using High-Strength Fiber Jackets\",\"authors\":\"E. Fyfe\",\"doi\":\"10.14359/1552\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In 1987, testing began on a concept to use High Strength Fibers to retrofit columns to increase strength and ductility. The tests were completed on fourteen columns. Columns were tested for confining the lap-slice flexural areas for circular and rectangular columns. They were also tested for shear-flexural performance (with no lap-splice). This paper summarizes the testing carried out on the High Strength Fibrwrap System, repair techniques developed, and installations in the field.\",\"PeriodicalId\":163993,\"journal\":{\"name\":\"SP-160: Seismic Rehabilitation of Concrete Structures\",\"volume\":\"78 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1996-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-160: Seismic Rehabilitation of Concrete Structures\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/1552\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-160: Seismic Rehabilitation of Concrete Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/1552","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Column Seismic Retrofitting Using High-Strength Fiber Jackets
In 1987, testing began on a concept to use High Strength Fibers to retrofit columns to increase strength and ductility. The tests were completed on fourteen columns. Columns were tested for confining the lap-slice flexural areas for circular and rectangular columns. They were also tested for shear-flexural performance (with no lap-splice). This paper summarizes the testing carried out on the High Strength Fibrwrap System, repair techniques developed, and installations in the field.