![]() ![]() In this study, a strengthening technique for the brick masonry infills were experimentally investigated to improve the seismic performance of the R/C frame structures. Unfortunately, the presence of brick masonry infill walls causes several undesirable effects such as short column, soft-storey, torsion and out of plane collapse. According to authors' field and experimentally experiences conclude that the unreinforced brick masonry infills significantly contributes to increase the seismic performance of the R/C frame structure. Intensive studies regarding the investigation of seismic performance of reinforced concrete ( R/C) frames which are infilled with brick masonry walls have been carried out by several researchers within the last three-decades. Tanjung, Jafril Maidiawati, Nugroho, Fajar Experimental investigation of the seismic performance of the R/C frames with reinforced masonry infills
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