NELINEARNA STATIČKA ANALIZA ZIDANE ZGRADE P+4 U NOVOM SADU
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 determinethe 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.
Fields of Study & Subjects
Masonry and Concrete Structural Analysis
Seismic Performance and Analysis
Civil and Structural Engineering Research
Publication details
- Journal / source
- Zbornik radova Fakulteta tehničkih nauka u Novom Sadu
- Volume
- 40
- Issue
- 09
- Pages
- 811–814
- Publication date
- 2 January 2026