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.
Keywords:
Bridgde designi / Composite girder
Source:
MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE, 2003, 257-262
TY - 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 .
