期刊
JOURNAL OF EARTHQUAKE ENGINEERING
卷 15, 期 7, 页码 989-1014出版社
TAYLOR & FRANCIS LTD
DOI: 10.1080/13632469.2011.552167
关键词
Seismic Retrofitting; High Performance Fiber Reinforced Concrete; Column to Foundation Joint; Beam-to-Column Joint; Existing RC Frames; Jacketing; Cyclic Test
资金
- Technochem Italiana s.p.a.
A new technique for the strengthening of existing R. C. structures, based on the application of a high performance fiber reinforced concrete jacket, is investigated here. The aim of the research is to study the possibility of using this technique for the seismic retrofitting of existing columns and beam-column joints. Two full-scale tests have been performed: a column-to-foundation joint and a beam-column joint. The specimens have been loaded with static horizontal cyclic loads with increasing amplitude. The results show that with the adoption of this technique it is possible to significantly increase both bearing capacity and ductility of existing R. C. structures.
作者
我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。
推荐
暂无数据