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