Studies on Seismic Measures to Improve Masonry Infilled Wall

Abstract:

brittle nature of masonry infilled wall and the wrong connection with the main structure , resulted in the destruction phenomenon in the earthquake . Based on the destruction phenomenon ,this paper analysis the Earthquake damage of masonry infilled wall , according to code for seismic design of buildings (GB50011—2001) and code for seismic design of masonry structures (GB50003—2011) , some seismic fortification measures were proposed in this paper aimming to improve seismic capability of infilled wall, thereby alleviate loss caused by earthquake.

• Periodical: Applied Mechanics and Materials (Volumes 580-583)
• Pages: 1746-1749
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.580-583.1746
• Online since: July 2014
• Authors: Yao Jun Zhang, Xu Sheng Duan, Xin Yuan Wang, Cui Ling Zhou, Yong Sun
• Keywords: Earthquake Action, Masonry Infilled Wall, Seismic Fortification Measures

References

[1] Code for design of masonry structures（GB50003—2001）.

[2] Code for seismic design of buildings（GB50011—2010）.

[3] Building Structure：Technical communication, 2013. 5：28—30，in chinese.

[4] Chuxian- Shi. masonry structure[M]，China Building Industry Press，2003. 7 , in chinese.

[5] Dingguo- Feng， Sheliang- wang,. Aseismic stucture Design[M]，Wuhan Industry Press，2001. 9 , in chinese.

[6] Yujun-Yang, Yuzhou- Sima. Masonry Structure[M]，Higher Education Press，2004. 11 , in chinese.

[7] Yaojun -Zhang，Jinzhao -Zhuang-. Aseismic stucture Design[M]，China WaterPower Press，2013. 2, in chinese.