Research on the application of information system to damage of buildings in Wenchuan county town during the Wenchuan earthquake
Di Wu, Yan Xiong, Ping Tan
Abstract
Di Wu, Yan Xiong, Ping Tan
Abstract
On the basis of the information system of earthquake damage of 522 buildings in 11 districts of Wenchuan county town, the earthquake damage in 12 May 2008 Wenchuan earthquake (Ms= 8.0) is introduced and made statistical. The results show that the building collapse is less, and the seismic damage coursed by earthquake is slight in Wenchuan county town. However, the buildings are heavily damaged in there. The damage features of multistory buildings of different kinds are summarized and analyzed. The results indicate that the seismic capacity of RC frame buildings is stronger than those of brick buildings, timber structures and stone masonry structures. The damage to high-rise buildings is slighter than that to low-rise buildings. Based on the damage to buildings during Wenchuan earthquake, the reinforcement of different kinds of the damaged building is made statistical analysis. The problems of reinforcement badly in need of being solved are put forward and some suggestions are provided.
OpenAlex reports 6 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
On the basis of the information system of earthquake damage of 522 buildings in 11 districts of Wenchuan county town, the earthquake damage in 12 May 2008 Wenchuan earthquake (Ms= 8.0) is introduced and made statistical. The results show that the building collapse is less, and the seismic damage coursed by earthquake is slight in Wenchuan county town. However, the buildings are heavily damaged in there. The damage features of multistory buildings of different kinds are summarized and analyzed. The results indicate that the seismic capacity of RC frame buildings is stronger than those of brick buildings, timber structures and stone masonry structures. The damage to high-rise buildings is slighter than that to low-rise buildings. Based on the damage to buildings during Wenchuan earthquake, the reinforcement of different kinds of the damaged building is made statistical analysis. The problems of reinforcement badly in need of being solved are put forward and some suggestions are provided.
Key concepts: Masonry, Brick, Reinforced concrete, Statistical analysis, Frame (networking), Forensic engineering, Earthquake engineering, Civil engineering