DocumentCode
3367590
Title
Damage analysis of masonry structure based on Wenchuan earthquake
Author
Liu, Wei ; Tong, Li-ping ; Jing-yu Li
Author_Institution
Civil Eng. of Coll., Zhengzhou Univ., Zhengzhou, China
fYear
2010
fDate
26-28 June 2010
Firstpage
4458
Lastpage
4461
Abstract
Earthquake is the mightily powerful disaster. It can severely threat the security of people´s life and property. Masonry structure is the most widely used structure. Because of the poor integrity and poor anti-seismic capability, a large number of masonry structure buildings have been damaged when earthquake happens. In this paper, based on typical summary of damage of masonry structure in Wenchuan earthquake, some factors include material. design method and constructive acceptance will be analyzed. In the end, some measures will be proposed in order to strengthen the anti-seismic capability of masonry structure.
Keywords
design engineering; earthquake engineering; structural engineering; Wenchuan earthquake; anti-seismic capability; constructive acceptance; damage analysis; design method; integrity; masonry structure buildings; Buildings; Civil engineering; Design methodology; Earthquake engineering; Educational institutions; Security; Seismic measurements; Masonry structure; anti-seismic capability; integrity;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536688
Filename
5536688
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