Pregled bibliografske jedinice broj: 576649
A two-dimensional FE model for seismic analysis of reinforced concrete structures
A two-dimensional FE model for seismic analysis of reinforced concrete structures // Proc. of the 1st Int. conf. on computational plasticity: Models, Software and Aplication
Swansea: Pineridge Press, 1987. str. 1375-1388 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 576649 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A two-dimensional FE model for seismic analysis of reinforced concrete structures
Autori
Damjanić, Frano ; Mihanović, Ante ; Jaramaz, Branislav
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proc. of the 1st Int. conf. on computational plasticity: Models, Software and Aplication
/ - Swansea : Pineridge Press, 1987, 1375-1388
Skup
1st international conference on computational plasticity
Mjesto i datum
Barcelona, Španjolska, 04. 19897
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Concrete plasticity; reinforcing steel plasticity; numerical 2D and 1D modelling
(concrete plasticity; reinforcing steel plasticity; numerical 2D and 1D modelling)
Sažetak
This paper descripe numerical methodology for simulation of cocncrete and reinforcing bar plasticity. Main goal in cocnrete plasticity is curvilinear 1D behaviour and its tranformation ion the 2D model and hardering effect for reinforcing steel bar.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
