既存RC柱と耐震補強鉄骨ブレ一スの接合に 関する解析的研究

摘要：

　　The effectiveness of seismic retrofit for a substandard RC column strengthened by a novel seismic retrofit method,post-tensioned high-strength hoops together with steel brace technique,was verified by making a comparison between elastic-plastic behaviors obtained from cyclic lateral loading test and numerical results of two-dimensional nonlinear finite element method.In addition,the elastic-plastic be havior of shear-critical column and the buckling behavior of steel barce with double angle section are simulated in this paper.

关键词： seismic retrofit post-tensioned high-strength hoop steel brace OpenSees shear spring shear limit curce

作者: 李文聰 Oh-Sung KWON Xu HUANG

作者单位: 福岡大学工学部建築学科 University of Toronto

会议类型: 国内会议

会议名称: 第十届中日建筑结构技术交流会

会议地点: 南京

会议语种:中文

页码: 959-966

在线出版日期: 2013-11-30（万方平台首次上网日期，不代表论文的发表时间）