Abstract:
Masonry constructions are the most common type for low to medium buildings
in all Albania during mid-20th century. The performance of these constructions is
primarily influenced by the inelastic phase and is very sensitive to a seismic risk.
Additionally, a significant number of these structures have undergone structural
modifications, such as the addition of apertures for doors or windows. These openings
occur at various intervals and may be categorized as either formal, informal, or even
spontaneous. The selection of the calculation model is crucial to provide the greatest
degree of precision and accuracy in the study. The research used the finite element
modeling, a computer model including macro-elements using MasterSeries Software,
as described in the literature. This technique is quite popular in this sector because to
its ability to provide results that closely resemble reality. It also allows for the
modeling of nonlinear behavior of brickwork and is feasible for computer simulations.
This approach will be implemented on a two-story structure that follows a widely used
architectural style in Albania. The study will focus on the example of structural
intervention, examining and comparing the performance of both the before and
existing state of building.
