Research Article

Restoring Force Model of an Energy-Dissipation Joint in Hybrid Frames: Simplified Skeleton Curve and Hysteretic Rules

Table 2

The experimental results of the energy-dissipation joint.

SpecimenThickness of EDP (mm)Failure modeFailure positionFailure characteristics [28]

J-6-16IThe middle of the EDP after buckling
J-8-1, J-8-2, J-8-38
J-10-1, J-10-2, J-10-310IIThe weld of the EDP-to-base panel
J-12-1, J-12-212