APPLICATION OF THE CARBON FIBER REINFORCED POLYMER IN ASEISMIC STRENGTHENING OF A HOSPITAL IN URUMQI

Ji Erge; Zeng Peng; Ni Jian

doi:10.13204/j.gyjz201008031

Volume 40 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 139-141,148

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

Citation:

Ji Erge, Zeng Peng, Ni Jian. APPLICATION OF THE CARBON FIBER REINFORCED POLYMER IN ASEISMIC STRENGTHENING OF A HOSPITAL IN URUMQI[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 139-141,148. doi: 10.13204/j.gyjz201008031

Zhang Jian, Jiang Yang, Sui Qianjing. URBAN INDUSTRIAL HERITAGE COMMUNITIZATION OF TRANSFORMATION PRELIMINARY STUDY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 140-143. doi: 10.13204/j.gyjz201010031

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APPLICATION OF THE CARBON FIBER REINFORCED POLYMER IN ASEISMIC STRENGTHENING OF A HOSPITAL IN URUMQI

doi: 10.13204/j.gyjz201008031

1.
1. College of Civil Engineering,Xinjiang University,Urumqi 830008,China;
2.
2. Architectural Design and Research Institute of Urumqi,Urumqi 830063,China;
3.
3. Light Industry Design and Research Institute of Xinjiang,Urumqi 830002,China

Received Date: 2010-01-05
Publish Date: 2010-08-20

Abstract

Abstract

Aseismic capacity can be improved by strengthening with carbon fiber reinforced polymer sheet for existing buildings. Taking a project for example, it is presented the determination of reform scheme of strengthening and the aeismic strengthening design of concrete column with CFRP, the variation of axial compression ratio for frame column before and after strengthening is computed. The results show that strengthening with CFRP can effectively improve the aeismic capacity of frame column. After strengthening, the existing building satisfied the application requirement.
- carbon fiber reinforced polymer sheet,
- aeismic strengthening,
- concrete column

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References(5)

References

[2] CECS 146∶ 2003 碳纤维片材加固混凝土结构技术规程[S].

GB 500112001 建筑抗震设计规范[S].

[3] 滕锦光. FRP 加固混凝土结构[M]. 北京:中国建筑工业出版社，2004.

[4] 李华亭，王立超，高层建筑混凝土柱抗震加固方案探讨(二)[J]. 工程抗震与加固改造，2006，28(2) :51-55.

[5] GB 503672006 混凝土结构加固设计规范[S].

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