INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE

Shao Liqun; Chen Wenyuan

doi:10.13204/j.gyjz200901006

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Shao Liqun, Chen Wenyuan. INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

Citation:

Shao Liqun, Chen Wenyuan. INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

Shao Liqun, Chen Wenyuan. INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

Citation:

Shao Liqun, Chen Wenyuan. INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

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INVESTIGATION AND THINKING OF DAMAGES TO MASONRY STRUCTURES BY 5. 12 WENCHUAN EARTHQUAKE

doi: 10.13204/j.gyjz200901006

Shao Liqun¹,
Chen Wenyuan²

1.
1. Sichuan Architecture Professional Technology College,Deyang 618000,China;
2.
2. School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China

Received Date: 2008-10-14
Publish Date: 2009-01-20

Abstract

Abstract

By means of investigation on serious damages and collapses of a large number of masonry structures due to 5. 12 Wenchuan earthquake, it has been found out that the seismic intensity in a hardest hit area was greater than or much greater than the intensity of housing security is the main reason, followed by unreasonable design, poor quality construction and other reasons. It is pointed out that the matters needing attention in the design and construction of the structures, which may be a reference for engineers and construction staff.
- Wenchuan earthquake,
- masonry structure,
- seismic damage analysis