NONLINEAR STATIC ANALYSIS OF A MASONRY BUILDING B+GF+4 IN BELGRADE

Authors

  • Tamara Matić Autor

DOI:

https://doi.org/10.24867/28CG06Matic

Keywords:

multi-storey masonry building, equvalent frame model, pushover analysis, OSR factor, q factor, Eurocode

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.

References

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

Published

2024-09-25