Pregled bibliografske jedinice broj: 573491
Effective stiffness for structural analysis of buildings in earthquake
Effective stiffness for structural analysis of buildings in earthquake // Zbornik radova GNP 2012 / Knežević, Miloš ; Šćepanović, Biljana (ur.).
Žabljak: Građevinski fakultet Univerziteta Crne Gore, 2012. str. 811-818 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 573491 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effective stiffness for structural analysis of buildings in earthquake
Autori
Vidović, Damir ; Grandić, Davor ; Šćulac, Paulo
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Zbornik radova GNP 2012
/ Knežević, Miloš ; Šćepanović, Biljana - Žabljak : Građevinski fakultet Univerziteta Crne Gore, 2012, 811-818
ISBN
978-86-82707-21-9
Skup
Četvrti internacionalni naučno-stručni skup "Građevinarstvo-nauka i praksa"
Mjesto i datum
Žabljak, Crna Gora, 20.02.2012. - 24.02.2012
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
cracked reinforced concrete elements; effective stiffness; seismic forces
Sažetak
The latest trend in seismic design of structures according to Eurocode 8 implies taking into account the effect of cracking while evaluating the stiffness of reinforced concrete elements – the stiffness affects on size of seismic forces and lateral displacements. In this paper an analysis of effective stiffness of cracked reinforced concrete elements depending on the size of axial force and the amount of longitudinal reinforcement was conducted, taking into account the tension stiffening effect. The results obtained through this analysis were then applied to a seven – storey residential building.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Rijeka
