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- W2023799647 abstract "Based on the investigation of end plate and angle of semi-rigid connection in the steel frame of beam-column, an analysis of two connection type damage phenomenons, stiffness, bearing capacity and ductility, and then with the experimental results concluded above, the similarity and differences between the two semi-rigid connections can be extensively discussed. And with that， it can naturally be concluded that the end-plate connection is a good load capacity and ductility properties of semi-rigid connection type. These for, the conclusion can provide test basis for the ideal steel structure semi-rig seismic node design and application." @default.
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- W2023799647 date "2011-09-01" @default.
- W2023799647 modified "2023-09-23" @default.
- W2023799647 title "Study on the End-Plate and Angle of Semi-Rigid Connection in the Steel Frame of Beam-Column" @default.
- W2023799647 cites W4246301744 @default.
- W2023799647 doi "https://doi.org/10.4028/www.scientific.net/amm.94-96.872" @default.
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