A Review of the Seismic Performance for FRP Reinforced RC Frame Joints

Abstract:

Reasonably effective methods of FRP strengthening can dramatically improve the ultimate bearing capacity, ductility and seismic performance of reinforced concrete frame joints. This paper, based on domestic and foreign experimental research and finite element numerical simulation which are working at improving bearing capacity and seismic performance of reinforced concrete frame joints, analyzes mechanism and performance factors of RC frame joints reinforced with FRP material, concludes with basic ideas and methods of FRP material RC joints, together with the direction of continuing studies.

• Periodical: Applied Mechanics and Materials (Volumes 353-356)
• Pages: 2110-2113
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.353-356.2110
• Online since: August 2013
• Authors: Zhi Hong Xie, Jian Hong Zhang, Li Sha Liu
• Keywords: FRP, Mechanical Behavior, RC Frame Joint, Seismic Performance

References

[1] Wu Bo, Wang Weijun: China Civil Engineering Journal, vol. 38, 2005. (In Chinese).

[2] Xian Qiaoling, Jiang Chuan Liang, Zhou Fulin: Journal of Building Structures, vol. 28, p.137~144, 2007. (In Chinese).

[3] Lu Zhoudao, Xie Liping: Tongji University Journal, vol. 31, p.253~257, 2003. (In Chinese).

[4] Lu Zhoudao, Hong Tao: Industrial building, vol. 33, p.9~12, 2003. (In Chinese).

[5] Lu Zhoudao, Song Yantao: Structure Engineer, vol. 20, p.39~43, 2004. (In Chinese).

[6] Chen Jianqiang, Zhang Zimao: Low Temperature Architecture Technology, 2005. (In Chinese).

[7] Xian Qiaoling, Zhou Fulin: Journal of Building Structures, vol. 28, p.137~144, 2007. (In Chinese).