EXPERIMENTAL STUDY ON BRACKET-TYPE JOINTS OF CONCRETE FILLED STEEL TUBULAR COLUMN AND SECTION-STEEL CONCRETE BEAM

Chen Zhenming; Ci Longsheng; Lou Guobiao; Wang Jun; Yu Jiawang

doi:10.13204/j.gyjz201212021

Volume 42 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(12): 96-103

Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026

Citation:

Chen Zhenming, Ci Longsheng, Lou Guobiao, Wang Jun, Yu Jiawang. EXPERIMENTAL STUDY ON BRACKET-TYPE JOINTS OF CONCRETE FILLED STEEL TUBULAR COLUMN AND SECTION-STEEL CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 96-103. doi: 10.13204/j.gyjz201212021

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EXPERIMENTAL STUDY ON BRACKET-TYPE JOINTS OF CONCRETE FILLED STEEL TUBULAR COLUMN AND SECTION-STEEL CONCRETE BEAM

doi: 10.13204/j.gyjz201212021

1.
1. China Construction Steel Structure Jiangsu Corp.Ltd,Jingjiang 214532,China;
2.
2. Tongji University,Shanghai 200092,China;
3.
3. Capitaland China,Shanghai 200001,China

Received Date: 2012-04-30
Publish Date: 2012-12-20

Abstract

Abstract

Super high-rise steel structure building with concrete filled steel tubular column is a commonly used structure type.the beam connecting with concrete filled steel tubular column has several types,as steel beam,reinforced concrete beam,concrete beams,etc.There are less researches for joints between steel tubular concrete column and steel reinforced concrete beam.In this paper,the 1:2 scale experimental study for bracket-type joints of steel tubular concrete column and reinforced concrete beam was executed,at the same time these joints were designed by ANSYS finite element analysis software.Combined the experimental results with those of finite element analysis,the stress characteristics of these joints were also analyzed,the results showed that the joint had good ultimate bearing capacity and seismic performance.
- steel bracket-type joints,
- scale model,
- concrete filled steel tubular column,
- section-steel concrete beam

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References(4)

References

GB500172003钢结构设计规范[S].

[2] GB500102010混凝土结构设计规范[S].

[3] JGJ1382001型钢混凝土组合结构技术规程[S].

[4] CECS28:90钢管混凝土结构设计与施工规程[S].

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