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Reliability-based methodology for determining an equivalent standard fire duration
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Towards a reliability-based post-fire assessment method for concrete slabs incorporating data from inspection
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Structural reliability quantification and cost-based design optimization of concrete elements subjected to fire
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- Conference Paper
- P1
- open access
Prediction of the spatial occurrence of fire induced spalling in concrete slabs using random fields
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Quantifying the structural safety of concrete slabs subjected to the ISO 834 standard fire curve using full-probabilistic FEM
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- Conference Paper
- C1
- open access
Global resistance factor for concrete slabs exposed to fire