Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns

Abstract:

Through the experimental test, influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limit values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.

• Periodical: Applied Mechanics and Materials (Volumes 578-579)
• Pages: 37-40
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.578-579.37
• Online since: July 2014
• Authors: Yun Yun Li, Bao Sheng Yang
• Keywords: Column, Limit Values of Axial Compression Ratio, Steel Reinforced Concrete

References

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