Seismic Performance of Masonry Walls Strengthened with Externally Attached Precast Concrete Panels under Cyclic Loading
This study aims to develop a low-disruption prefabricated strengthening method to improve the seismic performance of existing masonry walls by externally attaching precast concrete panels. Four masonry wall specimens are tested under quasi-static cyclic loading, including one unstrengthened control wall and three stren...