Probabilistic approach to the reliability of steel bridge structures
ČlánekOtevřený přístuppeer-reviewedpublishedDatum publikování
1996
Vedoucí práce
Oponent
Název časopisu
Název svazku
Vydavatel
Univerzita Pardubice
Abstrakt
The paper describes a probability-based concept for the evaluation of existing
bridges. Firstly the standard concept of the Live Load Rating Factor (LLRF) calculation is
presented. Secondly, the probability-based concept of the Traffic Load Rating Factor
(TLRF) calculation is described. The determination of TLRF is introduced in two
approaches. Both approaches enable to respect the main reliability differences between
evaluation of existing bridges and design of the new ones affecting the failure probability
level. Numerical applications are presented to demonstrate described approaches.
Rozsah stran
p. 5-13
ISSN
1211-6610
Trvalý odkaz na tento záznam
Projekt
Zdrojový dokument
Scientific papers of the University of Pardubice. Series B, Jan Perner Transport Faculty. 2 (1996)
Vydavatelská verze
Přístup k e-verzi
open access