THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM

Wang Zhen; Zhang Tianshen

doi:10.13204/j.gyjz200902022

Volume 39 Issue 2

Dec. 2014

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Wang Zhen, Zhang Tianshen. THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 115-117. doi: 10.13204/j.gyjz200902022

Citation:

Wang Zhen, Zhang Tianshen. THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 115-117. doi: 10.13204/j.gyjz200902022

Wang Zhen, Zhang Tianshen. THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 115-117. doi: 10.13204/j.gyjz200902022

Citation:

Wang Zhen, Zhang Tianshen. THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 115-117. doi: 10.13204/j.gyjz200902022

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THE STRENGTHENING DESIGN OF A RC TRIPLE HINGED ARCH NATATORIUM

doi: 10.13204/j.gyjz200902022

1.
Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2008-06-02
Publish Date: 2009-02-20

Abstract

Abstract

It was solved that the deficient problems of normal section strength and oblique section strength through combining adhesive bonded bar method with increasing section strength. Using supports between arches the displacement out-of-codes problem was also solved, which provided reference for the strengthening design of a concrete abnormal component.
- triple hinged arch,
- augmented section,
- adhesive bonded bar,
- displacement out-of-codes,
- strengthening design

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References(3)

References

.清华大学房屋安全鉴定室. 北京体育大学游泳馆工程检测、抗震鉴定及安全评估报告[R]. 北京: 清华大学, 2007.

[2] .GB 50367-2006 混凝土结构加固设计规范[S].

[3] .彭俊生.结构概念分析与SAP2000 应用[M]. 成都:西南交通大学出版社, 2005 .

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