EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS

Liao Fei-yu; Tao Zhong

doi:10.13204/j.gyjz200712007

Volume 37 Issue 12

Dec. 2014

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Liao Fei-yu, Tao Zhong. EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 31-34,118. doi: 10.13204/j.gyjz200712007

Citation:

Liao Fei-yu, Tao Zhong. EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 31-34,118. doi: 10.13204/j.gyjz200712007

Liao Fei-yu, Tao Zhong. EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 31-34,118. doi: 10.13204/j.gyjz200712007

Citation:

Liao Fei-yu, Tao Zhong. EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 31-34,118. doi: 10.13204/j.gyjz200712007

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EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS

doi: 10.13204/j.gyjz200712007

1.
College of Civil Engineering,Fuzhou University Fuzhou 350002

Received Date: 2007-08-05
Publish Date: 2007-12-20

Abstract

Abstract

It is presented that the preliminary test results of three reinforced concrete shear walls framed with concretefilled steel tubular (CFST) columns, steel reinforced concrete columns and reinforced concrete columns, respectively.Test results indicate that shear walls framed with CFST columns have better cyclic behavior.Finite element analysis is performed on the tested shear walls, which shows the calculated load- deflection curves agree well with those of tests.
- concrete-filled steel tubes,
- composite shear wall,
- seismic behavior,
- finite element analysis

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References(7)

References

廖飞宇, 陶忠, 韩林海.钢- 混凝土组合剪力墙抗震性能研究简述.地震工程与工程振动, 2006, 26(5): 129- 135

韩林海.钢管混凝土结构: 理论与实践.北京: 科学出版社, 2007

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

Soon Ho Cho, Bryce Tupper, Will iam D, et al.Structural St eelBoundary Elements for Duct ile Concret e Walls.Journal of StructuralEngineering, 2004, 130(5): 762- 768

廖飞宇.钢管混凝土剪力墙抗震性能研究: [ 博士学位论文].福州: 福州大学, 2007

DBJ 13- 61- 2004 钢- 混凝土混合结构技术规程

唐九如.钢筋混凝土框架节点抗震.南京: 东南大学出版社,1989

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