EXPERIMENTAL RESEARCH ON DESIGN METHOD FOR FRAME JOINTS OF CONCRETE- FILLED STEEL TUBULAR CORE COLUMNS AND PRESTRESSED CONCRETE BEAMS

Deng Zhiheng; Wang Xiaoyan; Zhang Xide; Fan Yeshu

Volume 36 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(9): 71-74

Deng Zhiheng, Wang Xiaoyan, Zhang Xide, Fan Yeshu. EXPERIMENTAL RESEARCH ON DESIGN METHOD FOR FRAME JOINTS OF CONCRETE- FILLED STEEL TUBULAR CORE COLUMNS AND PRESTRESSED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 71-74.

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EXPERIMENTAL RESEARCH ON DESIGN METHOD FOR FRAME JOINTS OF CONCRETE- FILLED STEEL TUBULAR CORE COLUMNS AND PRESTRESSED CONCRETE BEAMS

1.
1. College of Civil and Architectural Engineering,Guangxi University Nanning 530004;
2.
2. Building Industry Press of China Beijing 100037

Received Date: 2006-03-20
Publish Date: 2006-09-20

Abstract

Abstract

The failure mode, ductility, hysteretic characteristics and shear property of the joints are studied by the tests for five frame joints of concrete- filled steel tubular core columns and prestressed concrete beams . The experimental results indicate that the construction methods are feas ible and safe, and such joints have good ductility and good energy dissipation. With the concrete- filled steel tube core columns, the shear bearing capacity of core area of joints can be raised greatly.
- concrete-filled steel tubular core columns,
- frame joint prestress ed concrete,

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References

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