The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition
Аутори
Stošić, BožidarRanković, Slavko
Deretić-Stojanović, Biljana
Stošić, Saša
Radenković, Gligor
Mašović, Snežana
Popović, Milenko
Stoišić, Radoslav
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
The conception design of the bridge over the Danube by Beska near Novi Sad, presents the
purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed.
Authors suggested that the main bridge part should be the steel continuous girder
( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.
Кључне речи:
Bridgde designИзвор:
MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE, 2003, 299-304Издавач:
- MASE
Колекције
Институција/група
GraFarTY - CONF AU - Stošić, Božidar AU - Ranković, Slavko AU - Deretić-Stojanović, Biljana AU - Stošić, Saša AU - Radenković, Gligor AU - Mašović, Snežana AU - Popović, Milenko AU - Stoišić, Radoslav PY - 2003 UR - https://grafar.grf.bg.ac.rs/handle/123456789/3014 AB - The conception design of the bridge over the Danube by Beska near Novi Sad, presents the purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. Authors suggested that the main bridge part should be the steel continuous girder ( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m. PB - MASE C3 - MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE T1 - The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition EP - 304 SP - 299 UR - https://hdl.handle.net/21.15107/rcub_grafar_3014 ER -
@conference{ author = "Stošić, Božidar and Ranković, Slavko and Deretić-Stojanović, Biljana and Stošić, Saša and Radenković, Gligor and Mašović, Snežana and Popović, Milenko and Stoišić, Radoslav", year = "2003", abstract = "The conception design of the bridge over the Danube by Beska near Novi Sad, presents the purchased work on the international competition. According to the conditions of the competition the new bridge should be constructed next to the present concrete bridge and its silhouette should be fully flowed. Authors suggested that the main bridge part should be the steel continuous girder ( 60+ 105+ 210+ 105+60=540.0m) which cross-section is box with orthotropic roadway construction. The access bridge parts over river inundation are consisted of more composite continuous girders. Their cross - sections are two steel boxes which are composed to concrete plate by upper flanges. The length of the right side of the access bridge part is 180.0m and the length of the left side is 1492.55m.", publisher = "MASE", journal = "MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE", title = "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition", pages = "304-299", url = "https://hdl.handle.net/21.15107/rcub_grafar_3014" }
Stošić, B., Ranković, S., Deretić-Stojanović, B., Stošić, S., Radenković, G., Mašović, S., Popović, M.,& Stoišić, R.. (2003). The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE MASE., 299-304. https://hdl.handle.net/21.15107/rcub_grafar_3014
Stošić B, Ranković S, Deretić-Stojanović B, Stošić S, Radenković G, Mašović S, Popović M, Stoišić R. The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition. in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE. 2003;:299-304. https://hdl.handle.net/21.15107/rcub_grafar_3014 .
Stošić, Božidar, Ranković, Slavko, Deretić-Stojanović, Biljana, Stošić, Saša, Radenković, Gligor, Mašović, Snežana, Popović, Milenko, Stoišić, Radoslav, "The bridge over the Danube by Beska, Serbia conception design, the purchased work on the international competition" in MACEDONIAN ASSOCIATION OF STRUCTURAL ENGINEERS - MASE (2003):299-304, https://hdl.handle.net/21.15107/rcub_grafar_3014 .