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- W2388068372 abstract "According to the test result of Z-shaped RC columns frame joints of reinforced concrete,ANSYS is used to do nonlinear finite element analysis of the Z-shaped RC columns frame joints,whose results are compared with those of the experiment.At the same time,numerical simulation analysis is done by ANSYS for the Z-shaped RC columns frame joints subjected to low-cyclic horizontal load,the development of shear capacity and ductility are studied under different height-width ratio.The following conclusion can be drawn.Based on the development of shear capacity under different height-width ratios for the Z-shaped RC columns,it's safe to design according to the shear formula of the present technical specification for reinforced concrete structures with special-shaped columns,and the minimum limit of the shear compression ratio of 0.19 can be relaxed to 0.20." @default.
- W2388068372 created "2016-06-24" @default.
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- W2388068372 date "2011-01-01" @default.
- W2388068372 modified "2023-09-28" @default.
- W2388068372 title "Study on Shear Behavior of Z-Shaped RC Column Frame Joints Under Different Height-Width Ratios" @default.
- W2388068372 hasPublicationYear "2011" @default.
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