Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections

<div>Schematic diagrams of the joints: (a) configuration of the steel plate-stud connection; (b) configuration of the U-shaped steel plate-stud connection.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections 

Figure 1 | Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections 