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Keywords:Masonry structure; Aseismic strengthening; Pseudo-dynamic test; Quasi-static test Abstract.A 1:2 reduced scale ordinary masonry structure model with no seismic fortification measures was designed in this paper. After 6 degree rare earthquake, this model has been reinforced by additional concrete beams. Comparedwithresilience, displacement, acceleration and other characteristic in the case of before and after the reinforcement in 6 degrees rareof seismic action.By undertaking quasi-static test with the masonry structure after reinforcement, studied the ultimate bearing capacity, hysteretic curves, skeleton curves, stiffness degradation curve and carry out cracks, then compared with the skeleton curve in the previous studies.

An Experiment on the Seismic Behavior of Reinforced Masonry Buildings with Transverse Bearing Wall