The Research of the Relative Rigid Effect in the Numerical Simulation of the Steel Plate Reinforced Concrete Coupling Beams

Abstract:

The coupling beam work as an important component in coupled shear walls, the strength,stiffness and deformation properties of which have great influence on the seismic performance of shear walls, the steel plate reinforced concrete coupling beams have the advantages as follows: simplify the constructional details, make the construction convenient and reliable performance [1][2]. The numerical simulation model in this paper is a coupled shear wall connected by steel plate reinforced concrete coupling beams in reference [3], and the loading mode is the same as the reference [4] . The relative stiffness effect was explored by study the internal force and displacement of the model with changing the stiffness of the coupling beams and the shear walls while the span-depth ratio is stable .The study will provide a reference for the numerical simulation of the finite element simulation analysis of the coupling beams and the steel reinforced concrete structures.

• Periodical: Applied Mechanics and Materials (Volumes 638-640)
• Pages: 283-286
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.638-640.283
• Online since: September 2014
• Authors: Li Song*, Dong Chen, Bao Lei Li
• Keywords: Numerical Simulation, Steel Plate Reinforced Concrete Coupling Beams, Stiffness

References

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