Fig. 10 | International Journal of Concrete Structures and Materials

Fig. 10

From: Time-Dependent Analysis of Precast Segmental Bridges

Fig. 10

Bending moment acting on the Navile Bridge deck at different times according the CEB MC2010 model and RILEM Model B3: a at the beginning of the serviceability life of the bridge, b before the retrofitting interventions, c after the retrofitting interventions and d 30 years after the retrofitting interventions.

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