Zdrojový dokument:Scientific papers of the University od Pardubice. Series B, Jan Perner Transport Faculty. 1 (1995)
Abstrakt:
The paper presents a new statistical approach to the acceptance of steel bridge
structure members based on their rehability. Two exaples are shown to demonstrate this
methods for the acceptance of compression members.
The described methods anables to determine the failure probability of the set of
members with higher accuracy.