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