Seismic Behavior of Three-Story Prestressed Fabricated Concrete Frame under Dynamic and Low Reversed Cyclic Loading

Figure 5

Displacement time-history curves of the prestressed fabricated concrete frame. (a) PGA = 2 × 34 gal. (b) PGA = 3 × 34 gal. (c) PGA = 6 × 34 gal.

(a)

(b)

(c)