摘要:We conducted experimental investigation of the strength masonry of aerated concrete blocks, reinforced by carbon fiber fabric. Reviewed various schemes of reinforcement. A comparison of the strength of non - reinforced walls with walls reinforced by carbon fiber are shown. Were carried out the tests of prototypes fragments of walls and the walls in life-size on the static and dynamic loads. According to the results of tests are given recommendations on the use of walls, reinforced by carbon fiber in seismic regions of Russia.