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