This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete between cracks. Time-dependent effects are analyzed using the principle of linearity for creep. The computer program was developed and the results of some analyses are presented here.
Keywords:
Nonlinear / Concrete structure
Source:
Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989., 1989, R, 294-299
Publisher:
Savez društva građevinskih konstruktera Jugoslavije
TY - CONF
AU - Stošić, Saša
AU - Najdanović, Dušan
PY - 1989
UR - https://grafar.grf.bg.ac.rs/handle/123456789/3019
AB - This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete between cracks. Time-dependent effects are analyzed using the principle of linearity for creep. The computer program was developed and the results of some analyses are presented here.
PB - Savez društva građevinskih konstruktera Jugoslavije
C3 - Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989.
T1 - An algorythm for nonlinear analysis of the reinforced concrete frames
EP - 299
SP - 294
VL - R
UR - https://hdl.handle.net/21.15107/rcub_grafar_3019
ER -
@conference{
author = "Stošić, Saša and Najdanović, Dušan",
year = "1989",
abstract = "This article presents an algorithm for the analysis of planar reinforced concrete frames. It takes Into consideration the effects of nonlinear stress-strain relationship In concrete and contribution of the tensioned concrete between cracks. Time-dependent effects are analyzed using the principle of linearity for creep. The computer program was developed and the results of some analyses are presented here.",
publisher = "Savez društva građevinskih konstruktera Jugoslavije",
journal = "Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989.",
title = "An algorythm for nonlinear analysis of the reinforced concrete frames",
pages = "299-294",
volume = "R",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3019"
}
Stošić, S.,& Najdanović, D.. (1989). An algorythm for nonlinear analysis of the reinforced concrete frames. in Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989.
Savez društva građevinskih konstruktera Jugoslavije., R, 294-299.
https://hdl.handle.net/21.15107/rcub_grafar_3019
Stošić S, Najdanović D. An algorythm for nonlinear analysis of the reinforced concrete frames. in Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989.. 1989;R:294-299.
https://hdl.handle.net/21.15107/rcub_grafar_3019 .
Stošić, Saša, Najdanović, Dušan, "An algorythm for nonlinear analysis of the reinforced concrete frames" in Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989., R (1989):294-299,
https://hdl.handle.net/21.15107/rcub_grafar_3019 .
