Experimental Studies on Seismic Performance of High Strength Reinforced Concrete Columns

Wen Xing Yang; Qing Xuan Shi; Hui Xiang Sun

doi:10.4028/www.scientific.net/AMM.166-169.919

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Experimental Studies on Seismic Performance of...

Experimental Studies on Seismic Performance of High Strength Reinforced Concrete Columns

Abstract:

This paper summarized an experimental study on seismic behavior of high strength steel reinforced high strength concrete columns under horizontal cyclic loading. Influencing factors of 14 columns included axial compression ratio, shape of hoops, shear span ratio, stirrup ratio, strength of concrete and stirrups, etc. Influence of seismic capacity and performance of columns by these factors were involved in. It indicates that high-strength stirrups could improve seismic capability of member availability.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

919-926

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.919

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Online since:

May 2012

Authors:

Wen Xing Yang, Qing Xuan Shi, Hui Xiang Sun

Keywords:

High Strength Concrete Column, High Strength Hoop, Seismic Performance

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References

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