SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN

Wang Xueyan; Hu Changming; Mei Yuan; Liu Caihong

doi:10.13204/j.gyjz201308031

Volume 43 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(8): 150-153,169

Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong. SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031

Citation:

Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong. SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031

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SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN

doi: 10.13204/j.gyjz201308031

1.
1. Huaqing College,Xi’an University of Architecture and Technology,Xi’an 710043,China;
2.
2. College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
3.
3. Qingdao City Construction Investment Group Co.Ltd,Qingdao 266100,China

Received Date: 2013-03-11
Publish Date: 2013-08-20

Abstract

Abstract

The causes of frame column through defect in a project were analyzed, and partial structural model was set up for numerical analysis under different load conditions, so as to determine the influence on inner forces of joining structural member caused by the frame column through defect.On this basis, the reliability of the structure was assessed to work out a strengthening scheme using carbon fiber composite, whose strengthening effect was very good.The analytic results indicate that the greater change would occur in the inner forces of joining structural member when frame column has through defect, and the structure could not meet requirement of earthquake proofing construction and potential safety hazard existed.Frame column has through defect should be strengthened in time, and need take effective measures should be taken to assure structure safety in work progress, at the same time, strengthening effect should be detected for assessing whether the strengthened structure meet the design requirement.
- concrete structure,
- constructional deficiency,
- structure safety,
- reliability assessment,
- strengtheningdesign

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References(13)

References

王华章.某底框结构的加固设计[J].工程抗震与加固改造,2012,34(2):86－91.

[2] 黄建文,姚正治,张焕娥,等.某电厂输煤栈桥结构加固设计[J].建筑结构,2007,37(S1):72－74.

[3] 曾杰,于新春,于福生.某办公楼档案室楼板结构的加固设计[J].工业建筑,2004,34(6):15－18.

[4] 姚卫国,刘凤阁.中国美术馆改建中的结构加固设计[J].工业建筑,2004,34(6):1－4.

[5] 陈康,李辰虹,陈世鸣.碳纤维加固技术在上海展览中心结构加固中的应用[J].工业建筑,2003,33(9):20－22.

[6] GB 502232008建筑工程抗震设防分类标准[S].

[7] GB 500092001建筑结构荷载规范(2006版)[S].

[8] GB 500112001建筑抗震设计规范(2008版)[S].

[9] GB 503672006混凝土结构加固设计规范[S].

[10] JGJ 1162009建筑抗震加固技术规程[S].

[11] GB 500102010混凝土结构设计规范[S].

[12] 周广强,刘清阳,张鑫.某炼钢厂老厂房的结构鉴定及加固处理[J].工业建筑,2012,42(7):156－160.

[13] 张士前,陈宗平,徐金俊,等.带损伤在役砖砌烟囱承载力评估及加固研究[J].工业建筑,2012,42(10):153－159.

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