Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97207" target="_blank" >RIV/00216305:26110/11:PU97207 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures
Original language description
The calculation of the design values of load-carrying capacity according to EUROCODE3 is based on characteristic values, and on partial safety factors. This approach can be more or less inaccurate when solving the reliabilities of a larger system. Thereis shown an example of a structure all the supporting elements of which have the same design load-carrying capacity calculated in compliance with EUROCODES 3, but the differences in reliability calculations occur due to dissimilarities among random effect of partial elements. The results of statistical analysis of the load-carrying capacity of a structure given by the minimum load-carrying capacity of a column under tension are presented on a concrete example with greater number of columns under tension.
Czech name
—
Czech description
—

Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011)
ISBN
978-0-203-13510-5
ISSN
—
e-ISSN
—
Number of pages
4
Pages from-to
1937-1940
Publisher name
Neuveden
Place of publication
Troyes
Event location
Troyes
Event date
Sep 18, 2011
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—

Similar results(10)