Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river inundation should be designed.
The spans between columns for the access bridge parts, according to the conditions of the competition, were defined in advance. These spans are 45.0m. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. Since these lengths are too long, especially on the left side, the authors suggested that the access bridge parts should be designed of more composite continuous girders. The analysis of this composite construction is presented in the paper.
Кључне речи:
Bridgde designi / Composite girderИзвор:
MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE, 2003, 257-262Издавач:
- MASE
Колекције
Институција/група
GraFarTY - CONF AU - Deretić-Stojanović, Biljana AU - Stošić, Saša AU - Stošić, Božidar PY - 2003 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3015 AB - In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river inundation should be designed. The spans between columns for the access bridge parts, according to the conditions of the competition, were defined in advance. These spans are 45.0m. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. Since these lengths are too long, especially on the left side, the authors suggested that the access bridge parts should be designed of more composite continuous girders. The analysis of this composite construction is presented in the paper. PB - MASE C3 - MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE T1 - Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia EP - 262 SP - 257 UR - https://hdl.handle.net/21.15107/rcub_grafar_3015 ER -
@conference{ author = "Deretić-Stojanović, Biljana and Stošić, Saša and Stošić, Božidar", year = "2003", abstract = "In the conception design of the bridge over the Danube by Beska, which presents the purchased work at the international competition, besides the main bridge part over the river, the access bridge parts over the river inundation should be designed. The spans between columns for the access bridge parts, according to the conditions of the competition, were defined in advance. These spans are 45.0m. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. Since these lengths are too long, especially on the left side, the authors suggested that the access bridge parts should be designed of more composite continuous girders. The analysis of this composite construction is presented in the paper.", publisher = "MASE", journal = "MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE", title = "Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia", pages = "262-257", url = "https://hdl.handle.net/21.15107/rcub_grafar_3015" }
Deretić-Stojanović, B., Stošić, S.,& Stošić, B.. (2003). Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE MASE., 257-262. https://hdl.handle.net/21.15107/rcub_grafar_3015
Deretić-Stojanović B, Stošić S, Stošić B. Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE. 2003;:257-262. https://hdl.handle.net/21.15107/rcub_grafar_3015 .
Deretić-Stojanović, Biljana, Stošić, Saša, Stošić, Božidar, "Аnalysis of Composite Construction of the Access Bridge Parts over the Danube by Beska, Serbia" in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE (2003):257-262, https://hdl.handle.net/21.15107/rcub_grafar_3015 .