Effect of Stirrup Ratio on Seismic Behavior of Cross-Shaped Columns with HRB500 Reinforcement

Yan Yan Li; Xian Rong; Jian Xin Zhang

doi:10.4028/www.scientific.net/AMM.166-169.2605

Paper Titles

Modelling of Crowd Behaviour in Emergency Evacuation
p.2581

Travel Time Reliability for Rescue and Recovery after Disaster
p.2591

The Review and Prospects of the Study on Chinese Geological Disaster
p.2597

Lahar Risk-Division of Changbai Moutian Region, China
p.2601

Effect of Stirrup Ratio on Seismic Behavior of Cross-Shaped Columns with HRB500 Reinforcement
p.2605

Study on Safety Evaluation for Construction Sites Based on Fuzzy-AHP and Grey Correlation Analysis
p.2609

Experimental Investigation on Dynamic Response of Spherical Explosion Vessel in Sludge
p.2615

Blast Experiment Research on Safe Extent of Framed Glass Subjected to Small Priming Charge Explosion
p.2619

Fiber Optic Inclinometer for Landslide Monitoring
p.2623

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Effect of Stirrup Ratio on Seismic Behavior of...

Effect of Stirrup Ratio on Seismic Behavior of Cross-Shaped Columns with HRB500 Reinforcement

Abstract:

Three cross-shaped columns were tested under low cyclic loading in order to research the effect of stirrup ratio on seismic behavior of cross-shaped columns with HRB500 reinforcement. The damage characteristic, hysteretic curve, load, displacement, ductility and accumulated damage were analyzed. The result show the damage characteristic is improved, the hysteretic performance has great improvement and the ductility of cross-shaped columns is enhanced with the increase of volume stirrup ratio. Besides, the degree of accumulated damage of specially shaped columns with HRB500 reinforcement can also be lighten.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2605-2608

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2605

Citation:

Cite this paper

Online since:

May 2012

Authors:

Yan Yan Li*, Xian Rong, Jian Xin Zhang

Keywords:

Cross-Shaped Columns, HRB500 Reinforcement, Low Cyclic Loading, Seismic Behavior, Stirrup Ratio

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Ousalem, Hassane, Takatsu, Hiroto, Ishikawa, Yuji, Kimura, Hideki: J. Journal of Advanced Concrete Technology, Vol. 7(2009), 7, p.123.

Google Scholar

[2] Yanjing Zhao, Zhongxian Li, Yunxia Chen: J. Journal of Building Structures, Vol. 25(2004), p.58(In Chinese).

Google Scholar

[3] Cheng TZU, Thomas HSU: J. ACI Structural Journal, Vol. 86(1989), p.460.

Google Scholar

[4] Tiecheng Wang, Xuehui Zhang, Guyi Kang: J. Journal of Tianjin University, Vol. 40(2007), p.791 (in Chinese).

Google Scholar

[5] Ministry of Construction of the People's Republic of China: Specificating of Testing Methods for Earthquake Resistant Building (JGJ 101-96), China Architectural Industry Press (In Chinese).

Google Scholar

[6] Tiecheng Wang, Hai Lin, Guyi Kang, et al: J. Journal of Tianjin University, Vol. 39(2006), p.1435(in Chinese).

Google Scholar

[7] Bo Diao, Shuchun Li, Yinghua Ye: J. Journal of Building Structures, Vol. 29(2008), p.57 (in Chinese).

Google Scholar