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This paper presents a summary review of previous experimental studies on the deformation capacity of structural masonry. This review is the first phase of a three year long research program, launched by the authors, whose objective is highlighted above. The review included tests on unreinforced, unconfined masonry walls made of clay bricks and bed joints with general purpose mortar. The tests are presented in the form of a database, along with relevant parameters of the material, geometry, loading and type of failure. The presented test results are discussed and a set of conclusions is given. The findings of this review will be incorporated into the abovementioned research project.