Experimental Research on Seismic Behavior of RC Column with Different Concrete under Horizontal Low Cyclic Loading


Article Preview

On the premise of maintaining certain vertical bearing capacity, the frame structure dissipates seismic energy by elastic-plastic deformation in elastic-plastic stage of earthquake action. Using lightweight concrete in structure not only can reduce the its dead weight, decrease the earthquake power; also meet the concrete strength, stiffness and elastic modulus requirements of important structure, so as to improve its energy dissipation capacity. This paper researched the effect of concrete materials, including or such as C60 high strength Lightweight concrete (HSLC), high strength concrete (HSC) and high strength Light weight aggregate concrete (HSLAC), on the seismic behavior of RC column under horizontal low cyclic loading, respectively and the match relationship between concrete and steel reinforcement cage was analyzed.



Advanced Materials Research (Volumes 374-377)

Edited by:

Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du




J. Wu et al., "Experimental Research on Seismic Behavior of RC Column with Different Concrete under Horizontal Low Cyclic Loading", Advanced Materials Research, Vols. 374-377, pp. 2041-2045, 2012

Online since:

October 2011




[1] Sivakumar, Manu Santhanam. Cement and Concrete Composites, 2007, 29(7): 575-581.

[2] Lee, H. Kim. Cement and Concrete Research, 2010, 40(5): 810-819.

[3] Miguel Ángel Pindado, Antonio Aguado, et al. Cement and Concrete Research, 1999, 29(7): 1077-1083.

DOI: https://doi.org/10.1016/s0008-8846(99)00095-2

[4] Jane Proszek Gorninski, et, al. Cement and Concrete Research, 2004, 34(11): 2091-(2095).

[5] F. Herna´ndez-Olivares, G. Barluenga, M. Bollati, B. Witoszek. Cement and Concrete Research, 2002, 32 (10): 1587-1596.

DOI: https://doi.org/10.1016/s0008-8846(02)00833-5

[6] Fang Ehua, Qian Jiaru, Ye Lieping. Beijing industry press, 2003. (in chinese).

[7] G.M. Glenn, G.M. Gray, W.J. Orts, D.W. Wood. Industrial Crops and Products 1999(9): 133-144.

[8] Ìiker Bekir Topçu. Cement and Concrete Research, 1997, 27(1): 15-21.

[9] Milford RV. Comput Struct 1985; 20(1-3): 225-34.