Abstract
<jats:p>The study presents a nonlinear static analysis of a multi-story masonry building (GF+5) situated in Novi Sad, according to Eurocode standards. A three-dimensional mathematical model was formed using equivalent frames. The seismic intensity (ground acceleration) was incrementally increased to determine the structure's ultimate seismic capacity. Two configurations of seismic forces for the main directions of the building were considered during the analysis. Calculations were conducted to assess the overstrength ratio (OSR), ductility (μ), and behavior factor (q), and the values were compared with values derived from software, and with values given in Eurocode.</jats:p>
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Keywords
seismic
values
analysis
building
eurocode
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