[1]WU Di,XIONG Yan,CUI Jie,et al.The Analysis of Building Damage and Reinforcement in Wenchuan County Caused by the May 12,2008 Earthquake[J].Journal of Seismological Research,2010,33(02):216-221.
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Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume:
33
Number of periods:
2010 02
Page number:
216-221
Column:
Public date:
2010-02-01
- Title:
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The Analysis of Building Damage and Reinforcement in Wenchuan County Caused by the May 12,2008 Earthquake
- Author(s):
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WU Di1; 2; XIONG Yan3; CUI Jie1; LUO Qi-feng2; 3
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(1.Key Laboratory of Earthquake Engineering and Applied Technique of Guangdong Province; Guangzhou University,Guangzhou 510405,Guangdong,China)(2.Research Institute of Structure Engineer and Disaster Reduction,Tongji University,Shanghai 200092,China)(3.State Key Laboratory of Subtropical Building Science,South China University of Tech,Guangzhou 510640,Guangdong,China)
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- Keywords:
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Wenchuan earthquake; Wenchuan county; earthquake damage analysis; reinforcement
- CLC:
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P315.9
- DOI:
-
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- Abstract:
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On the basis of the appraisal reports of earthquake damage from 522 buildings in 11 districts of Wenchuan county(Weizhou town)after the 2008 Wenchuan Earthquake,earthquake damage and statistic in Wenchuan earthquake species was introduced.The damage features of multistory buildings of different kinds were summarized and analyzed.The results showed that the building collapse was less.However,the buildings were heavily damaged.The results indicated that the seismic capacity of RC frame buildings was stronger than those of brick buildings,timber structures and stone masonry structures.The damage to high-rise buildings was slighter than that to low-rise buildings.Based on the damage to buildings during Wenchuan earthquake,the different kinds of the damaged building reinforcement was made statistical analysis.The building reinforcement problems are need to be solved and some suggestions are given.