Comparative analysis of two strengthening solutions for the structural rehabilitation of a historical masonry building
G Taranu,
I Olteanu,
I-S Entuc
et al.
Abstract:The paper presents a comparative analysis based on the Finite Element Method (FEM) for a masonry building located in Iasi, the North-Eastern side of Romania. This specific region is known to be found in a seismic area having a design peak ground acceleration of 0.25g. The building was assessed as being in the 1st seismic risk class, according to the Romanian norms, with a high probability of collapse in case of future earthquakes. Being a historical monument, the structural strengthening solutions are very lim… Show more
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