Proceeding of the Faculty of technical Sciences, Novi Sad

Civil Engineering

Vol. 40 No. 09 (2025): Proceedings of the Faculty of Technical Sciences

NONLINEAR STATIC ANALYSIS OF A MASONRY BUILDING GF+4 IN NOVI SAD

  • Srđan Bakić
DOI:
https://doi.org/10.24867/31CG06Bakic
Submitted
September 9, 2025
Published
2026-01-02

Abstract

The study presents a nonlinear static analysis of a multi-story masonry building (GF+4) situated in Novi Sad, according to Eurocode standards. A threedimensional 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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