NONLINEAR STATIC ANALYSIS OF A MASONRY HOTEL BUILDING BSMT+GF+4 IN BOR
DOI:
https://doi.org/10.24867/15CG10JanicijevicKeywords:
multi-storey masonry building, equvalent frame model, pushover analysis, OSR factor, factor q, EurocodeAbstract
The paper contains the design project of multi-storey masonry hotel building (Bsmt+GF+4) in Bor, according to Eurocode standards. The seismic response of a masonry building was assessed by conducting a nonlinear static- pushover analysis, on a spatial model formed of equivalent frames. The behaviour of the object was monitored during the gradual increase of seismic load (soil acceleration) with the use of „AmQuake“ software, in order to determine the limit value of acceleration for which the structure has a satisfactory response. Overstrength factor (OSR), ductility (μ) and behaviour factor (q) values were calculated and compared with values obtained in the software and with those 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] Vukobratović Vladimir: „Materijal za predavanja iz predmeta Odabrana poglavlja zidanih konstrukcija”
[4] Manojlović Dragan: „ Materijal za vežbe iz predmeta Odabrana poglavlja zidanih konstrukcija”
[2] EN 1998-1 : 2004 – Evrokod 8 „Proračun seizmički otpornih konstrukcija”; Beograd, novembar 2009
[3] Vukobratović Vladimir: „Materijal za predavanja iz predmeta Odabrana poglavlja zidanih konstrukcija”
[4] Manojlović Dragan: „ Materijal za vežbe iz predmeta Odabrana poglavlja zidanih konstrukcija”
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Published
2021-12-04
Issue
Section
Civil Engineering
