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- W2384103589 abstract "The rotation of end-plate connections for composite steel and concrete structures was divieded into two parts,one is shear deformation of joint, the other is deformation of the connected component,and the later was decomposed into the bending deformation of end-plate and elongation transformaton of the high strength bolt. By calculating the moment-shear deformation curve, moment-end-plate rotation curve and moment-bolt rotation curve respectively, the total moment-rotation curve was obtained by adding individual responses based on superposition principle. The results show that the theoretical calculation curve is in good agreement with that of the experiment. The method can calculate the moment-rotation precisely in the range of initial stage and completely satisfies the structural design requirements. The calculation procedure is simple and more efficient for engineering applications, and provides reference to related specifications and codes." @default.
- W2384103589 created "2016-06-24" @default.
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- W2384103589 date "2013-01-01" @default.
- W2384103589 modified "2023-09-26" @default.
- W2384103589 title "Calculation of moment-rotation curve of steel-reinforced concrete square column and steel beam joint with bolted end-plate" @default.
- W2384103589 hasPublicationYear "2013" @default.
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