Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM

Figure 9

(a) Damage at the first storey on the east column in the experimental study, (b) cracking of the masonry at the first storey in the experimental study, and (c) crack patterns in the numerical model in the masonry infill in the first floor at the end of the test.

(a)

(b)

(c)