An algorythm for nonlinear analysis of the reinforced concrete frames
1989
Преузимање 🢃
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
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.
Кључне речи:
Nonlinear / Concrete structureИзвор:
Savez društva građevinskih konstruktera Jugoslavije - Simpozijum, 25-27. april, 1989., 1989, R, 294-299Издавач:
- Savez društva građevinskih konstruktera Jugoslavije
Колекције
Институција/група
GraFarTY - 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 .