Study on the Sensitivity Factors Affecting the Anti-Seismic Performances of Steel Reinforced High-Strength Concrete Columns

Yun Yun Li; Bao Sheng Yang

doi:10.4028/www.scientific.net/AMM.405-408.845

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Study on the Sensitivity Factors Affecting the...

Study on the Sensitivity Factors Affecting the Anti-Seismic Performances of Steel Reinforced High-Strength Concrete Columns

Abstract:

Through the experimental tests on 6 steel reinforced high-strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic performance of the columns under different axial compression ratio, stirrup ratio and steel form is analyzed, and that anti-seismic performance of the columns is affected not only by axial compression ratio, but also by steel form. For steel reinforced high-strength concrete columns with different steel forms, the limit values of axial compression ratio may be adjusted, while the influence of stirrup ratio is not prominent.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

845-849

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.845

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Online since:

September 2013

Authors:

Yun Yun Li, Bao Sheng Yang

Keywords:

Axial Compression Ratio, Column, Steel Reinforced High-strength Concrete

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