Study on Moment-Curvature Hysteretic Model of Steel Reinforced Concrete Column
The study on the hysteretic characteristics of steel reinforced concrete (SRC) members is the basis of nonlinear seismic analysis of such structures. So in this paper, by summarizing the hysteretic features of SRC members, a quadrant-linear restoring-force model is suggested. Then the model is verified with available experimental results and proved to be effective and reliable.
Guangfan Li, Yong Huang and Chaohe Chen
L. X. Zhang et al., "Study on Moment-Curvature Hysteretic Model of Steel Reinforced Concrete Column", Advanced Materials Research, Vols. 250-253, pp. 2749-2753, 2011