Slotted Beam-Column Energy Dissipating Connections: Applicability and Seismic Behavior

Figure 7

Stress nephograms of the damper, steel bar, and concrete at the horizontal drift of 3.9 mm. (a) Stress nephogram of the damper. (b) Stress nephogram of the steel bar. (c) Stress nephogram of the concrete.

(a)

(b)

(c)