Research Article
Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections
Table 2
Specimen bearing capacities.
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Note. , where is the distance from the loading point to the end of the beam; , , is the distance from the end of the column to the outside of the core area of the joint, and the values in parentheses are the results calculated with the longitudinal bar of the beam section under tension. |