Thèse de doctorat de Qianhui Yu
Reliability analysis and partial safety format calibration considering the characteristics of the resistance of reinforced concrete structures
Thèse de doctorat EPFL n°10159, juillet 2023
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Table of contents1. Introduction 2. Considerations on the partial safety factor format for reinforced concrete structures accounting for multiple failure modes 3. Model uncertainties and partial safety factors of strain-based approaches for structural concrete: example of punching shear 4. A consistent safety format and design approach for brittle systems and application to Textile Reinforced Concrete structures 5. Conclusions and outlook
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