5.12汶川大地震中砌体结构房屋震害调查与思考

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5.12汶川大地震中砌体结构房屋震害调查与思考

邵力群, 陈文元

文章导航 > 工业建筑 > 2009 > 39(1): 30-35

邵力群, 陈文元. 5.12汶川大地震中砌体结构房屋震害调查与思考[J]. 工业建筑, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

引用本文:

邵力群, 陈文元. 5.12汶川大地震中砌体结构房屋震害调查与思考[J]. 工业建筑, 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

邵力群, 陈文元. 5.12汶川大地震中砌体结构房屋震害调查与思考[J]. 工业建筑, 2009, 39(1): 30-35. doi: 10.13204/j.gyjz200901006

引用本文:

邵力群, 陈文元. 5.12汶川大地震中砌体结构房屋震害调查与思考[J]. 工业建筑, 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

5.12汶川大地震中砌体结构房屋震害调查与思考

doi: 10.13204/j.gyjz200901006

邵力群¹,
陈文元²

1.
1. 四川建筑职业技术学院,四川德阳 618000;
2.
2. 西南交通大学土木工程学院,成都 610031

作者简介:
邵力群,男,1955年8月出生,副教授.E-mail:kuyuzihe@163.com

计量
- 文章访问数: 110
- HTML全文浏览量: 11
- PDF下载量: 106
- 被引次数: 0
出版历程
- 收稿日期: 2008-10-14
- 刊出日期: 2009-01-20

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

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

摘要: 通过对5.12汶川大地震大量砌体结构房屋严重破坏和倒塌的调查分析,发现重灾区地震烈度大于或远大于房屋设防烈度是主要原因,其次还有设计不合理,施工质量较差等原因,总结了砌体结构房屋设计施工的注意事项,可供工程技术人员、施工人员等参考。
- 汶川大地震 /
- 砌体结构房屋 /
- 震害分析
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

参考文献(4)

[2] GB 50023-95 建筑抗震鉴定标准[S].

GB 50011-2001 建筑抗震设计规范[S].

[3] GBPT 17742-1999 中国地震烈度表[S].

[4] 中国地震局. 地震现场工作大纲和技术指南[M]. 北京: 地震出版社, 1998.

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