Pregled bibliografske jedinice broj: 992586
Seismic shear behaviour of reinforced concrete walls
Seismic shear behaviour of reinforced concrete walls // Proceedings of the International Conference on Sustainable Materials, Systems and Structures (SMSS2019), PhD Symposium / Carević, Ivana ; Lakušić, Stjepan ; Schlicke, Dirk (ur.).
Pariz: RILEM Publications SARL, 2019. str. 37-38 (predavanje, međunarodna recenzija, prošireni sažetak, znanstveni)
CROSBI ID: 992586 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Seismic shear behaviour of reinforced concrete walls
Autori
Renić, Tvrtko ; Lazarević, Damir ; Kišiček, Tomislav
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, prošireni sažetak, znanstveni
Izvornik
Proceedings of the International Conference on Sustainable Materials, Systems and Structures (SMSS2019), PhD Symposium
/ Carević, Ivana ; Lakušić, Stjepan ; Schlicke, Dirk - Pariz : RILEM Publications SARL, 2019, 37-38
ISBN
978-2-35158-228-2
Skup
International Conference on Sustainable Materials, Systems and Structures (SMSS2019)
Mjesto i datum
Rovinj, Hrvatska, 18.03.2019. - 22.03.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
shear capacity, ductility demand, ductile walls, seismic behaviour, Eurocode 8
Sažetak
A brief overview of shear demand and capacity of reinforced concrete (RC) walls is presented in this paper. Proceduregiven in EC8 [1] is analysed and compared to analytical and experimental results. Shear capacity depends on the geometry of wall, amount of reinforcement, its layout and detailing. Besides that, ductility demand of a wall reduces its shear capacity. Existing analytical procedure for shear capacity of RC columns is used to predict shear capacity of walls. It is shown in paper that the same procedure may be used for both walls and columns. Analytical calculations are in good accordance with experimental results.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
