EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES

Li Bin; Ren Limin; Shi Xiaoyan

doi:10.13204/j.gyjz200811024

Volume 38 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(11): 97-101,105

Li Bin, Ren Limin, Shi Xiaoyan. EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 97-101,105. doi: 10.13204/j.gyjz200811024

Citation:

Li Bin, Ren Limin, Shi Xiaoyan. EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 97-101,105. doi: 10.13204/j.gyjz200811024

Li Bin, Ren Limin, Shi Xiaoyan. EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 97-101,105. doi: 10.13204/j.gyjz200811024

Citation:

Li Bin, Ren Limin, Shi Xiaoyan. EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 97-101,105. doi: 10.13204/j.gyjz200811024

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EXPERIMENTAL RESEARCH ON BEHAVIOR OF CONCRETE-FILLED RHS FRAMES

doi: 10.13204/j.gyjz200811024

1.
1. School of Architecture &Civil Engineering,Inner Mongolia University of Science &Technology Baotou 014010;
2.
2. Shaanxi Modern Architecture Design &Research Institute Xi’an 710048

Received Date: 2008-08-20
Publish Date: 2008-11-20

Abstract

Abstract

Taking two pieces of 1 bay and 2 stories models of concrete-filled RHS(rectangular hollow section)frames as research objects,based on pseudo-static test and considering the effect of steel ratio of the column section,it was researched the behavior of concrete-filled RHS frames in the aspects as:destroy character,loading capacity,hysteretic curves,deformation,energy dissipation,degradation of strength and stiffness;also,it was analyzed the effect of steel ratio of the column section on the forced and seismic behaviors;besides each index was compared with reinforced concrete frame and steel frame separately.The result shows that concrete-filled RHS frame has stronger deformation capacity,plumper shuttle shape hysteretic curves,the excellent ductility and enough later loading capacity,because the frames' ductility coefficient reaches 5.56 to 6.80,also the frame can form the beam hinged collapse mechanism,so the mechanical and seismic behaviors of the frame are excellent,which are superior to those of reinforced concrete frames and steel frames,it is deserved researching thoroughly.
- concrete-filled RHS,
- frame,
- forced behavior,
- seismic behavior,
- ductility,
- energy dissipation

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References(7)

References

沈之容,蒋涛.矩形钢管混凝土结构的经济性分析.特种结构,2001(4)

[2] 王晶.矩形钢管混凝土受弯性能研究:[学位论文].包头:内蒙古科技大学,2006

[3] Sakino K,Tomii M.Hysteretic Behavior of Concrete Filled Square Steel Tubular Beam-Columns Failed in Flexure.Transaction of the Japan Concrete Institute,1981(3):439-446

[4] CECS 154:2004 矩形钢管混凝土结构技术规程

[5] JGJ 101-96 建筑抗震试验方法规程

[6] 任利民.矩形钢管混凝土框架结构抗震性能研究:[学位论文].包头:内蒙古科技大学,2007

[7] 韩林海,杨有福.现代钢管混凝土结构技术.北京:中国建筑工业出版社,2004

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