Pregled bibliografske jedinice broj: 586106
Seismic design of reinforced concrete office building
Seismic design of reinforced concrete office building // GTZ 2012 TUZLA - GEO-EXPO 2012 / Ibrahimović, Adnan ; Zenunović Damir (ur.).
Tuzla: Rudarsko-geološko-građevinski fakultet Univerziteta u Tuzli ; In scan, 2012. str. 901-908 (poster, međunarodna recenzija, cjeloviti rad (in extenso), stručni)
CROSBI ID: 586106 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Seismic design of reinforced concrete office building
Autori
Mekjavić, Ivana ; Subotić, Siniša
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), stručni
Izvornik
GTZ 2012 TUZLA - GEO-EXPO 2012
/ Ibrahimović, Adnan ; Zenunović Damir - Tuzla : Rudarsko-geološko-građevinski fakultet Univerziteta u Tuzli ; In scan, 2012, 901-908
ISBN
978-9958-628-16-0
Skup
Drugi međunarodni naučni skup Stanje i pravci razvoja građevinarstva - GTZ 2012 i Drugo savjetovanje GEO-EXPO 2012
Mjesto i datum
Tuzla, Bosna i Hercegovina, 07.06.2012. - 09.06.2012
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
seismic design; 3D FE analysis; office building; reinforced concrete building
Sažetak
This paper presents the seismic design of a four-storey reinforced concrete office building. The structural system is discussed, and then examined through 3D finite element analysis using Tower 6 software. The seismic analysis of the reinforced concrete building was performed according to European prestandard ENV 1998, Eurocode 8 currently in force. The equivalent static load method, which takes into account only structure’s fundamental period, was used in the seismic analysis of the regular office building. The decision to use conventional cast-in-place concrete framing, a lateral system primarily based on concrete walls and gravity framing with two-way slabs and beams resulted in an economical and functional building.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
