NONLINEAR STATIC ANALYSIS OF A MASONRY BUILDING DESIGNED ACCORDING TO EUROCODE
DOI:
https://doi.org/10.24867/14CG10sobotKeywords:
masonry building, pushover analysis, q factor, EurocodeAbstract
The seismic response of a masonry building designed according to Eurocode was assessed by conducting a pushover analysis on a spatial model formed from equivalent frames. The behavior of the structure was monitored during the gradual application of seismic forces and the fulfillment of the chosen seismic requirements was checked according to the provisions of Eurocode with the application of "AmQuake" software. The values of behavior factor q were examined, in terms of comparing the obtained values with the ones provided in the code.
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] EN 1998-3 : 2005 – Evrokod 8 „Proračun seizmički otpornih konstrukcija”; Beograd, novembar 2000
[4] Vukobratović Vladimir: „Materijal za predavanja iz predmeta Odabrana poglavlja zidanih konstrukcija”
[5] 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] EN 1998-3 : 2005 – Evrokod 8 „Proračun seizmički otpornih konstrukcija”; Beograd, novembar 2000
[4] Vukobratović Vladimir: „Materijal za predavanja iz predmeta Odabrana poglavlja zidanih konstrukcija”
[5] Manojlović Dragan: „ Materijal za vežbe iz predmeta Odabrana poglavlja zidanih konstrukcija”
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Published
2021-09-10
Issue
Section
Civil Engineering
