2007•Journal of Inner Mongolia University of Science and TechnologyRequires access
Study on the effects of seismic behavior of steel reinforced high-strength concrete columns
Bin Li
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Abstract
By testing 6 steel reinforced high-strength concrete columns under level load of low cycle reverse,the effects of different axial compression ratio,stirrup ratio and steel form on the anti-seismic behavior of the columns were analyzed.It is found that the anti-seismic behavior of the columns is affected not only by axial compression ratio,but by steel form as well.The axial compression ratio of the steel reinforced high-strength concrete columns with different steel forms may be adjusted,while the stirrup ratio has very little influence on the anti-seismic behavior of the columns.