Research Article

Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates

Table 1

Geometric detail of specimens.

SpecimenGusset platePenetrationThe weld between the beam flange and CFTWeld length between beam flange and gusset plate

SJ-1×Beam webWeld
SJ-2Beam webWeld200 mm
SJ-3Gusset plateWeld200 mm
SJ-4Gusset plate200 mm
SJ-5Gusset plate180 mm