{"title":"高强混凝土抗震性能约束","authors":"S. Ghosh","doi":"10.14359/5895","DOIUrl":null,"url":null,"abstract":"This article points out the requirement of ACI 318(1) and the Uniform Building Code (2) concerning the confinement of concrete in beams, columns and shearwalls that are part of the lateral force resisting system of structure in a region of high seismicity. It reviews available research to assess the adequacy of these requirements when high-strength concrete is used in the structural members. ACI 318 notation is used throughout this article.","PeriodicalId":208613,"journal":{"name":"SP-176: High-Strength Concrete in Seismic Regions","volume":"49 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1998-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Confinement of High-Strength Concrete for Seismic Performance\",\"authors\":\"S. Ghosh\",\"doi\":\"10.14359/5895\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"This article points out the requirement of ACI 318(1) and the Uniform Building Code (2) concerning the confinement of concrete in beams, columns and shearwalls that are part of the lateral force resisting system of structure in a region of high seismicity. It reviews available research to assess the adequacy of these requirements when high-strength concrete is used in the structural members. ACI 318 notation is used throughout this article.\",\"PeriodicalId\":208613,\"journal\":{\"name\":\"SP-176: High-Strength Concrete in Seismic Regions\",\"volume\":\"49 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1998-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"SP-176: High-Strength Concrete in Seismic Regions\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.14359/5895\",\"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-176: High-Strength Concrete in Seismic Regions","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/5895","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Confinement of High-Strength Concrete for Seismic Performance
This article points out the requirement of ACI 318(1) and the Uniform Building Code (2) concerning the confinement of concrete in beams, columns and shearwalls that are part of the lateral force resisting system of structure in a region of high seismicity. It reviews available research to assess the adequacy of these requirements when high-strength concrete is used in the structural members. ACI 318 notation is used throughout this article.
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
