Experimental Study on Seismic Strengthening of Confined Masonry Walls Using RPC

Figure 7

The load-displacement hysteresis curves derived from the actuator. (a) CTRL-1.5; (b) CTRL-2; (c) SW-1.5; (d) SW-2; (e) RW-1.5; (f) RW-2.

(a)

(b)

(c)

(d)

(e)

(f)