Study on Moment-Curvature Hysteresis Relationship of Reinforced Concrete Shear Walls

Guang Qiang Zhou; Feng Min Xia

doi:10.4028/www.scientific.net/AMM.166-169.3110

Paper Titles

Mechanical Property Analysis on Joints of Steel Secondary Beam Inserted in Reinforced Concrete Frame Girder
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Analysis of Small Non-Sand Concrete Pile Grouting Pressure Based on Unified Strength Theory
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Calculation of Different Stages Reinforced Concrete Beam Bending Stiffness
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Different Techniques Comparison in Biomechanical Analysis of Ping Pong
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Study on Moment-Curvature Hysteresis Relationship of Reinforced Concrete Shear Walls
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Numerical Study of Joint Behaviour for Robustness Assessment
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The Mechanical Response Analysis of the Frame Structure with the Interval Parameters Taken into Account
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An Influence Analysis of Second-Order Effect to the Vibration Control of Piezoelectric Beam by the Spline Finite Point Method
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on Moment-Curvature Hysteresis Relationship...

Study on Moment-Curvature Hysteresis Relationship of Reinforced Concrete Shear Walls

Abstract:

In order to study and improve moment-curvature hysteresis model of reinforced concrete shear walls, experiment of reinforced concrete shear walls was conducted. Based on experiment of reinforced concrete shear walls, moment-curvature relationship is deduced and moment-curvature hysteresis curves are obtained. The existing moment-curvature hysteresis models of reinforced concrete walls are discussed and improved, and the calculated moment-curvature hysteresis curves with the modified model fit well with experimental results.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

3110-3113

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.3110

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Online since:

May 2012

Authors:

Guang Qiang Zhou, Feng Min Xia

Keywords:

Macroscopic Model, Moment-Curvature Hysteresis Relationship, Reinforced Concrete Shear Walls

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References

[1] CHEN Bowang, WANG Haibo and SHEN Pu-sheng: An improved multi-vertical-truss-element model of shear wall and its application, ENGINEERING MECHANICS, Vol.22, No.3 (2005), pp.183-189. (in chinese)

Google Scholar

[2] ZHOU Guangqiang: Studies on the Hysteretic Relations and Performances of Reinforced Concrete Shear Walls in High-Rise Buildings [D] (Tongji University, 2004). (in chinese)

Google Scholar

[3] P.A. Hidalgo R.M. Jordan, M.P. Martinez: An analytical model to predict the inelastic seismic behavior of shear-wall, reinforced concrete structures, Engineering Structures 24 (2002), pp.85-98.

DOI: 10.1016/s0141-0296(01)00061-x

Google Scholar

[4] LIANG Xinwen, ZHAO Huajing and DENG Mingke: Moment-curvature relationship analysis of high-strength concrete shear wall with partially confined end-zones, Journal of Building Structures (Supplementary Issue 2), 2010, pp.61-67. (in chinese)

Google Scholar

[5] Linde P, Bachmann H: Dynamic modeling and design of earthquake-resistant walls, EESD, 23 (1994), p.1331~1350.

DOI: 10.1002/eqe.4290231205

Google Scholar

[6] Kabeyasawa T et al.: U.S. Japan cooperative research on R/C full-scale building test, Part 5: Discussion of dynamic response system, Proc. 8th of WCEE, p.627~634.

Google Scholar

[7] Ozcebe G, Saatcioglu M: Hysteretic shear model for RC members, Struct. Engr. 1989, 115 (1).

Google Scholar