structures (deck and piers) develop only elastic behavior.
This papers presents a detailed review of the design process as well as a time journey
Keywords:, FE non linear analysis, seismic isolation, time-dependent material
properties, staged construction, balancedcantileverbridge
This bridge is “balanced cantilever girder” type and it is characterized by
a central 155m span, with two side symmetric 77.5m spans.
The total length of the bridge, including segments at abutments supports,
is 312.0m. The deck shows
]. Giordano A., Pedrazzi G., Voiro G., Balanced Cantilever Girder Bridge over the Danube-Black Sea Channel . Romanian Journal of Transport Infrastructure Vol.2, 2013 , No.2 . Kalny M., Soucek P., Kvasnicka V.: Long-term behaviour of balancedcantileverbridges , ACEB Workshop, Corfu 2010 . . Kristek V., Bazant Z., Zich M., Kohoutkova A..: Box Girder Bridge Deflections. ACI Conctrete International Journal (28) 2006 p. 55-63. . Machelski C.: The effects of dead loads in cantilever concreting bridges . Road and Bridge. 3/2019 p. 109-120. . Machelski C