Abstract

Based on the analysis of masonry structure seismic characteristics, summary the influence of setting structural column reinforcement technology, steel mesh cement mortar surface strengthening method, carbon fiber sheet reinforcement technology and ECC surface layer reinforcement technology on such performance parameters as bearing capacity, rigidity, ductility, integrity and deformation capacity and the improvement on the seismic performance of masonry structures are summarized. Through the contrast of the advantages and disadvantages of each reinforcement technology, and the combination of research methods and research content, existing problems and non-involved aspects in the masonry reinforcement research area are pointed out, which can provide references for further research on the performance of masonry structure, strengthening and repairing of masonry structures.

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