Seismic Performance of Precast Concrete Column-to-Column Joint Using the Steel Plate Hoop and Bolts Connection

Figure 11

Comparisons of strength degradation: (a) W01; (b) Y01; (c) W02; (d) W03; (e) C01; (f) Y02.

(a)

(b)

(c)

(d)

(e)

(f)