Civil Engineering
Vol. 39 No. 10 (2024): Proceedings of Faculty of Technical Sciences
NONLINEAR STATIC ANALYSIS OF A MASONRY BUILDING B+GF+4 IN BELGRADE
Abstract
The study presents a nonlinear static analysis of a multi-story masonry building (B+GF+4) situated in Belgrade, 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.
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