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 10

Ductility coefficients of the specimens.

Specimen no.PositionDuctility coefficientAverage value
(+)(−)

XJJDNorth beam6.385.365.27
South beam5.264.09

SSJDNorth beam5.805.465.80
South beam5.406.53

SUJDNorth beam6.006.186.11
South beam5.816.43