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Assessment of damage and residual load bearing capacity of a concrete slab after fire: Applied reliability-based methodology

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Academic year: 2021

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Figure

Figure 1: Flowchart of the proposed approach for a post-fire assessment of load bearing capacity of a structural element
Figure 2: Outside view of the apartment immediately after fire brigade intervention and the following day
Figure 3: Fire event history
Table 1 were found, for the grid of measuring points indicated in  Figure 4 . The residual vertical  deformation reached a maximum of 11.5 mm
+7

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