Building Damage Analysis and Research on Reinforcement Measures in Wenchuan Earthquake

Article Preview

Abstract:

The 5•12 Wenchuan earthquake was in M8.0, Mianyang felt strongly. Majority of the buildings have varied at different degrees of damage, especially in masonry-frame structures, Which reinforcement cost much higher for repairing; The 1200 buildings in Mianyang city or it’s Suburbs were surveyed. The results showed: masonry suffered much heavier damage and masonry-frame of the mixed structure by designing, which damage were significantly lower than without seismic design. Realization of the earthquake will not be collapsed, and after a simple repair it can be used. Buildings that suffered heavy damage which combined with the relevant code requirements and research in the past, adopt specific measures for strengthening the houses.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1253-1256

Citation:

Online since:

August 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Han Jun, Li Yingmin, Liu Liping, Zhend Nina, Wang Liping, Liu Jianwei. Building Damage in Mianyang City Caused by the May 12, Earthquake in Wenchuan, Sichuan Province, P. R. China[J]. Journal of Chongqing Jianzhu University, 2008, 30(5):26-33.

Google Scholar

[2] DB 51/T5059-2008: Code in seismic accrediting and strengthening design procedures (for trial implementation) of buildings in Sichuan province[S]. Beijing: China Building Industry Press, (2002).

Google Scholar

[3] GB J11-89: Code in seismic design of buildings[S]. Beijing: China Building Industry Press, (2002).

Google Scholar

[4] GB 50003-2001: Code in Masonry structure design[S]. Beijing: China Building Industry Press, (2002).

Google Scholar

[5] GB 50023-95: Code in seismic accrediting of buildings[S]. Beijing: China Building Industry Press, (2002).

Google Scholar