This paper describes the design and construction of a “balanced cantilever girder” bridge over the Danube-Black Sea channel, characterized by a central span of 155m with two symmetrical side spans of 77.5m. The total length of the bridge, including portions of the abutments support, is 312.0m.
- FE non linear analysis
- seismic isolation
- time-dependent material properties
- staged construction
- balanced cantilever bridge