PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE

Zheng Zequn; Fang Zhenzheng; Chen Hongyuan

doi:10.13204/j.gyjz200806013

Volume 38 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 43-47

Wang Wenda, Han Linhai. ANALYSIS OF MECHANICAL BEHAVIOUR OF CONCRETE FILLED STEEL TUBULAR STRUCTURES DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 65-67,58. doi: 10.13204/j.gyjz200406021

Citation:

Zheng Zequn, Fang Zhenzheng, Chen Hongyuan. PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 43-47. doi: 10.13204/j.gyjz200806013

Citation:

Zheng Zequn, Fang Zhenzheng, Chen Hongyuan. PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 43-47. doi: 10.13204/j.gyjz200806013

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PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE

doi: 10.13204/j.gyjz200806013

1.
Institute for Structural Engineering,Fuzhou University Fuzhou 350002

Received Date: 2007-12-20
Publish Date: 2008-06-20

Abstract

Abstract

Open-spandrel rigid arch bridge is a new type of beam-arch composite structure system,and this new structure has been used in Minjiang River in Fuzhou.In order to investigate the structural behaviors of the open spandrel rigid arch,the tests of plexiglass model with geometrical similarity under varied loading are carried out.
- open-spandrel,
- rigid arch,
- plexiglass,
- model test

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References(2)

References

金成棣. 预应力混凝土梁拱组合桥梁[M].北京:人民交通出版社,2001.

[2] 郭金琼. 箱形梁设计理论[M].北京:人民交通出版社,1999.

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