Seismic Performance of CFST Frame-Steel Plate Shear Walls Connected to Beams Only

Figure 5

Capacity envelopes of structures for a 9 seismic intensity: (a) Model M-10-3; (b) Model M-10-5; (c) Model M-15-3; (d) Model M-15-5; (e) Model M-20-3; (f) Model M-20-5.

(a)

(b)

(c)

(d)

(e)

(f)