Anti-Seismic behavior on damaged RC frame Strengthened with CFRP Sheet and Steel plate

摘要：

　　To study the bearing capacity,ductile,energy dissipation capacity and failure mechanisms of RC frames which Strengthened with CFRP sheet and steel plate,three concrete frame specimens were subjected to the horizontal low cyclic loading.One was loaded up to the failure load,the others were strengthened with CFRP sheet and steel plate after loading to damage,and then were loaded up to the failure load.In terms of cracking load,yield load and ultimate load,the experimental results show that the improved degree of frame strengthened with steel plate is more than with CFRP sheet,on the other hand,regarding ductile and energy dissipation capacity,the improvement of frame strengthened with CFRP sheet is better than with steel plate.

关键词： Damaged concrete frame Strengthened with CFRP sheet Strengthened with steel plate Anti-seismic behavior

作者: Yuguo Liang Yu Deng Shifeng Fu

作者单位: School of civil engineering, Tianjin University, Tianjin, 300072, China;Hebei Academy of Building Re School of civil engineering, Hebei University of science and technology, Shijiazhuang, Hebei,050018, Hebei Academy of Building Research, Shijiazhuang, Hebei, 050021, China

会议类型: 国际会议

会议名称: the Second International Conference on Frontiers of Manufacturing and Design Science(第二届制造与设计科学国际会议(ICFMD 2011))

会议地点: 台湾

会议语种:英文

页码: 3155-3159

在线出版日期: 2011-12-11（万方平台首次上网日期，不代表论文的发表时间）