Experimental Study on Seismic Performance of HRB400 Reinforced Concrete Columns under Cyclic Loading

Yan Han; Hong Cheng Guan; Zhen Li

doi:10.4028/www.scientific.net/AMR.287-290.703

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 287-290Experimental Study on Seismic Performance of...

Experimental Study on Seismic Performance of HRB400 Reinforced Concrete Columns under Cyclic Loading

Abstract:

Through experimental study on three HRB400 steel bar reinforced concrete columns subjected to low cyclic reversed loading, the failure patterns, hysteretic curves and skeleton curves were obtained. The influence of longitudinal high-strength reinforcement ratio upon the hysteretic characteristics, ductile behavior and ability of energy dissipation were analyzed. The results show that the main failure pattern was bending failure; and with the increscent of the longitudinal high-strength reinforcing steel bar ratio, the columns can endure larger seismic loads and displacement; the seismic performance of the whole reinforced concrete columns can be effectively improved by arranging reasonable high-strength steel bars.

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Periodical:

Advanced Materials Research (Volumes 287-290)

Pages:

703-707

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.287-290.703

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Online since:

July 2011

Authors:

Yan Han, Hong Cheng Guan, Zhen Li

Keywords:

Ductility, HRB400 Steel Bar, Hysteretic Energy Dissipation, Low-Cyclic Repeated Loading, Reinforced Concrete Column

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References

[1] Ministry of Construction P R China. GB 50010-2002 Code for design of concrete structures. China Architecture and Building Press, Beijing, 2002.

Google Scholar

[2] Park R, Paulay T, Reinforced Concrete Structures, John Wiley & Sons, New York, 1975.

Google Scholar

[3] Guofan Zhao, Anti-earthquake design and development of high performance concrete structures. Journal of Dalian Uinversity of Technology, 39(1999), 331-333.

Google Scholar

[4] Dingsong Zhou, Performance-based Seismic Design Method for RC Frame Structures. School of Civil Engineering of Tongji University, Shanghai, 2004.

Google Scholar

[5] Zaikang Shen, Application comment on new standard of experiment methods of concrete structures. China Architecture and Building Press, Beijing, 1991, pp.261-262.

Google Scholar

[6] Weidong Xu, Seismic Behavior of Concrete Columns with High Strength Steel Bar. Shanghai: Master dissertation of Tongji University, 2007.

Google Scholar