Effect of Damping and Yielding on the Seismic Response of 3D Steel Buildings with PMRF

Figure 5

Local damping reduction factor for element forces, Model SC1.

(a) Axial load, 0–2 range

(b) Axial load, 2–5 range

(c) Axial load, 5–10 range

(d) Bending moment, 0–2 range

(e) Bending moment, 2–5 range

(f) Bending moment, 5–10 range