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Konečný, P. ; Marek, Pavel
The subject of the paper is a comment on the representation of loads in the structural reliability assessment method considering the transition from the current methods (such as the Partial factors method applied in Eurocodes and in AISC-ASCE code) to fully probabilistic reliability assessment methods (such as Simulation-Based Reliability Assessment Metod, SBRA, Probabilistic model code and others).

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