Collapse-Pounding Dynamic Responses of Adjacent Frame Structures under Earthquake Action

Figure 8

Collapse impact process of weak column GK-3 (PGA = 0.40 g): (a) t = 0.00 s; (b) t = 1.58 s; (c) t = 8.27 s; (d) t = 10.38 s; (e) t = 11.32 s; and (f) t = 15.00 s.

(a)

(b)

(c)

(d)

(e)

(f)