Axial Compression Ratio Limits of HSC Columns Confined with High-Strength Stirrups

Kun Yang; Qing Xuan Shi; He Meng; Jin Jie Men

doi:10.4028/www.scientific.net/AMR.163-167.1024

Paper Titles

Test and Finite Element Analysis of Concrete Continuous Beams Strengthened with CFRP Sheets
p.998

Uniaxial Stress-Strain Model for Concrete Confined by Rectangular Steel Tubes
p.1005

Calculation Analysis on Cracking Load of New Type Composite Wall
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Study on the Durability of Concrete Structure of Aviation Oil Wharf of Shenzhen Airport
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Axial Compression Ratio Limits of HSC Columns Confined with High-Strength Stirrups
p.1024

Finite Element Analysis of Axially Loaded Confined Concrete Columns
p.1029

Compressive Test on the Discontinuous Concrete Filled Steel Tubular Column-RC Beam Specimens after Cyclic Reversed Loading
p.1033

Progressive Failure Research on Foundation Surface of Concrete Gravity Dam
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Transverse Shearing Strain Energy Calculation of Single Cell Box Girder
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Axial Compression Ratio Limits of HSC Columns...

Axial Compression Ratio Limits of HSC Columns Confined with High-Strength Stirrups

Abstract:

A total of 10 high-strength concrete columns confined by high-strength complex stirrups were tested under cyclic lateral force and a higher constant axial loading. The results indicate that the hysteresis loop of this type of columns still shows plump spindle-shaped at higher axial compression ratio, with better ductility, energy dissipation capability and stronger anti-collapse ability; so setting closed high-strength stirrups is an effective measure to ensure the HSC columns good ductility and enhance its axial compression ratio limits. Additionally based on the experimental research and theoretical analysis, the limits of axial compression ratio of HSC columns at different levels of seismic are present in this paper.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

1024-1028

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.1024

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Online since:

December 2010

Authors:

Kun Yang, Qing Xuan Shi, He Meng, Jin Jie Men

Keywords:

Axial Compression Ratio Limit, High-Strength Confined Concrete, High-Strength Stirrup

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References

[1] Kun Yang , Qing-Xuan Shi, Wei-Shan Jiang, Jin-Jie Men, and Qi-Fang Xie. The 10th International Symposium on Structural Engineering(2008).

Google Scholar

[2] Razvi, S.R., and Saatcioglu, M. Rep. No. OCEERC 96-03, Ottawa Carleton Earthquake Engrg. Res. Centre, Ottawa, Ont., Canada(1996).

Google Scholar

[3] Nagashima, T., Sugano, S., Kimura, H., and Ichikawa, A. Proc. 10th World Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands(1992), p.2983.

Google Scholar

[4] Nishiyama, M., Fukushima, I., Watanabe, F., and Muguruma, H. Proc. Symp. on high-strength Concrete(1993), p.2983.

Google Scholar

[5] Cusson, D., and Paultre, P. J. Struct. Engrg., ASCE, Vol. 120-3(1994), p.783.

Google Scholar

[6] Heon-Soo Chung, Keun-Hyeok Yang, Yong-Ho Lee, and Hee-Chang Eun. Canadian Journal of Civil Engineering, Vol. 29-6(2002), p.820.

Google Scholar

[7] Ki-Nam Hong, Sang-Hoon Han, Seong-Tae Yi. Eng. Str. Vol. 28(2006), p.1346.

Google Scholar

[8] Code for seismic design of buildings (GB 50011-2001). Standards of China(2001).

Google Scholar