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Structural analysis of a multi-span railway masonry bridge combining in situ observations, laboratory tests and damage modelling

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Academic year: 2021

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Figure

Fig. 1.  Global analysis method for a masonry bridge
Fig. 2.  Damage model, behaviour under cyclic axial loading (cycle order numbers 1 to 4)
Fig. 3. Crack reclosure function (stress in the crack vs. crack opening)
Fig. 4. Comparison between the healthy material and the pre-damaged material
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