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The use of Fiber Reinforced Cementitious Mortar (FRCM) systems for structural retrofitting of masonry structures has become increasingly popular in the last years, due to the capability of this technique in overcoming some of the drawbacks related to the adoption of resin-based composites.
Given the above, a research project on the deformation capacity of unreinforced masonry structures has been started at the Institute of Structural Engineering of ETH Zurich.
The use of shear bands in masonry structures has been implemented in different nations for several centuries.
Knowledge on the mechanical behavior of materials used in the walls of historical masonry structures has paramount importance for reliable seismic evaluation of heritage buildings.
The use of Textile Reinforced Mortar (TRM) composites for Externally Bonded Reinforcement (EBR) of reinforced concrete (RC) and masonry structures has attracted several attentions during the last years.
The assessment of the out-of-plane response of masonry structures has been largely studied in the literature, typically assuming walls responding as rigid blocks or assemblies of rigid bodies.
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(4) Masonry structures have 3 floors.
Masonry structures have exhibited recurrent collapse mechanisms during past earthquakes, and building codes now require that the seismic capacities of typical mechanisms are assessed.
Studies on non-confined medium- and large-sized masonry structures have shown that it is necessary to obtain a linear increasing crack in the post-peak part of the "stress strain or –displacement" diagram.
Based on previous failure characteristics of masonry structures under earthquakes, and due to the fact that a considerable number of masonry structures have been built around the world, a strengthening strategy for improving seismic performance of masonry structures is adopted and justified in this paper, namely, the external prestressing technique.
According to the available evidences, this massive masonry structure has been under threat and harmed severely by natural and unnatural factors.
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