Study on the Factors Affecting the Anti-Seismic Performance of Steel Reinforced High-Strengh Concrete Columns

Bao Sheng Yang; Shi Hua Song

doi:10.4028/www.scientific.net/AMR.535-537.1842

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 535-537Study on the Factors Affecting the Anti-Seismic...

Study on the Factors Affecting the Anti-Seismic Performance of Steel Reinforced High-Strengh Concrete Columns

Abstract:

Through experimental study of six steel reinforced high strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic behavior of the columns under different axial load coefficient, stirrup ratio and steel reinforced form is analyzed.The study found in addition to the fact that the anti-seismic performance of high strength concrete columns is sensitive to axial load coefficient, steel reinforced form is also an important influencing factor. For high strength concrete columns with different steel reinforced forms, appropriate adjustment of its axial load coefficient may be carried out, however the influence of stirrup ratio is very little on anti-seismic performance of columns.

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Periodical:

Advanced Materials Research (Volumes 535-537)

Pages:

1842-1846

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.535-537.1842

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Online since:

June 2012

Authors:

Bao Sheng Yang, Shi Hua Song

Keywords:

Axial Load Coefficient, Column, Steel Reinforced High-strength Concrete

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