Research Article

Experimental Study on Seismic Strengthening of Confined Masonry Walls Using RPC

Table 1

The reinforced parameters of the specimens.

SpecimenAspect ratioThicknessMaterialSource of specimen

CTRL-1.51 : 1.5Virgin
SW-1.51 : 1.520 mmRPC-1Virgin
RW-1.51 : 1.515 mmRPC-2Tested CTRL-1.5
CTRL-21 : 2Virgin
SW-21 : 220 mmRPC-1Virgin
RW-21 : 215 mmRPC-2Tested CTRL-2