Research Article

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

Table 4

Ductility factor of specimens.

Specimen numberθe/[θe]θp/[θp]μ

SJ-12.751.052.91
SJ-22.502.305.60
SJ-32.252.256.00
SJ-42.501.804.60
SJ-52.251.654.67