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 B+GF+4 IN VALJEVO

  • David Radojević
DOI:
https://doi.org/10.24867/31CG07Radojevic
Submitted
September 9, 2025
Published
2026-01-02

Abstract

The study presents a nonlinear static analysis of a multi-story masonry building (B+GF+4) situated in Valjevo, 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.

References

  1. [1] EN 1996-1-1 : 2005– Evrokod 6 „Proračun zidanih konstrukcija”; Beograd, novembar 2009.
  2. [2] EN 1998-1 : 2004 – Evrokod 8 „Proračun seizmički otpornih konstrukcija”; Beograd, novembar 2009.
  3. [3] Stevanović Boško, Lađinović Đorđe: „Osnovni principi i pravila projektovanja, proračuna i izgradnje zidanih zgrada prema EC 6 i EC 8”, Pregledni rad.
  4. [4] Vukobratović Vladimir: „Materijal za predavanja iz predmeta Odabrana poglavlja zidanih konstrukcija”.
  5. [5] Lađinović Đorđe: ,,Savremene metode seizmičke analize konstrukcija zgrada“, Pregledni rad, 2008.
  6. [6] Manojlović Dragan: „ Materijal za vežbe iz predmeta Odabrana poglavlja zidanih konstrukcija”.