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