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 3
Design values of the shear capacities of the beams.
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Note. , where is the distance from the loading point to the end of the beam. The values in parentheses are the results calculated with the longitudinal bar of the beam section under tension. |