Nonlinear Seismic Performance Evaluation of Flexural Slotted Connection Using Endurance Time Method

Figure 18

The values of stress and strain on SW and WUF along the beam in a three-story frame (t = 15 s). (a) First story beam stress. (b) First story beam strain. (c) Second story beam stress. (d) Second story beam strain. (e) Third story beam stress. (f) Third story beam strain.

(a)

(b)

(c)

(d)

(e)

(f)