Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

Figure 16

Damage observations of URM walls after Test Run-3. (a) Pulling out of column from foundation. (b) Flexural cracking at top end of first storey. (c) Level of cracking and spalling (1st storey). (d) Level of cracking (2nd storey).

(a)

(b)

(c)

(d)