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

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