Study on Moment-Curvature Hysteretic Model of Steel Reinforced Concrete Column

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Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 250-253)

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2749-2753

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Da Hai Liu, Cuiru Yang. The Computation and Configuration of High-rise Buildings Including SRC or CFT columns. China Building Industry Press, 2003(In Chinese).

Google Scholar

[2] DaSui Wang, Wenwei Jiang, LianJin Bao,etc. Design and study of New CCTV Building. Journal of Building Structures. 2008, Vol(29), No. 3(In Chinese).

Google Scholar

[3] Shi Chun Zhao, Xiong Jun Huang , etc. Investigation on Aseismic Behavior of Steel Reinforced Concrete Column. Journal of Building Structures. 1996, Vol (17), No. 3(In Chinese).

Google Scholar

[4] G. Ying Zhou, Xilin Lu. Study on Restoring Force Model of Lattice Type Steel Reinforced Concrete Columns.Stuctural Engineerings. 2004, Vol(20), No 6(In Chinese).

Google Scholar

[5] Chen Yangze, Mei zhonghua. Study on the hysteretic models of SRC column. Journal of Wuhan University of Technology, 2003(25) (In Chinese).

Google Scholar

[6] Junichi Sakai, Chaiki Matsui. Hysteresis characteristics of steel reinforced concrete beam-columns [J]. J. Struct. Constru. Eng, AIJ , 2000, 534:183-190

Google Scholar