Basarab Cable Stayed Bridge in Bucharest
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Javier Manterola
Antonio Martínez Sivia Fuente |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
|
|||||
| Page(s): | 1467-1474 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814067608 | ||||
| Abstract: |
Basarab cable stayed bridge is part of Basarab Flyover Bypass in Bucharest, and consists of a road, a tramway and a multimodal station. The length of the main span is 168 m supported by one pylon. The main span holds a covered tramway station. The fact that the bridge crosses over the tracks from Basarab Railway Station was critical in the construction of the deck. The most demanding action for the bridge is the seismic load requiring the use of an innovative combination of seismic isolation devices: viscoelastic damping devices located both at the main tower and at the main abutment and hysteretic devices on the ramp abutments. |
||||
| Keywords: |
cable-stayed bridge steel-concrete composite bridge tramway Station incremental launching deck seismic isolation devices
|
||||