The purpose of this experimental study is to investigate the behavior of cantilever walls that are strengthened by bonding of steel channels.
Three, cantilever wall test specimens were constructed and tested under cyclic lateral loading.
For this experimental research three wall specimens were strengthened with different steel channels.
All steel strip configurations are arranged on one side of the wall.
It is observed that when applied pressure increases then there is an increase in maximum deformation and equivalent stresses.
It is observed that for a single brick wall and double brick wall of various dimensions, increase in applied pressure increases the maximum deformation and also equivalent stresses.