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- W2064512220 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." @default.
- W2064512220 created "2016-06-24" @default.
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- W2064512220 date "2014-09-01" @default.
- W2064512220 modified "2023-09-28" @default.
- W2064512220 title "The Research of the Relative Rigid Effect in the Numerical Simulation of the Steel Plate Reinforced Concrete Coupling Beams" @default.
- W2064512220 cites W1994883522 @default.
- W2064512220 doi "https://doi.org/10.4028/www.scientific.net/amm.638-640.283" @default.
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