Reliability of Steel Members Designed in Accordance with the Code Design Concepts

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU92204" target="_blank" >RIV/00216305:26110/10:PU92204 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Reliability of Steel Members Designed in Accordance with the Code Design Concepts
Original language description
In the present paper, reliability of an axial tensile steel member is studied. The influence of partial safety factors of standard EUROCODE 3 and EN 1990 on the reliability of design is examined. The reliability is determined, applying probability procedures based on Monte Carlo method. The measure of reliability is the probability of the structure failure. The failure probability of designed steel members is a function of input random material and geometrical characteristics obtained by experimental research. The failure probability carried out is compared with target probability given in standard EN1990. A simplified problem of a member loaded by permanent load action combined with a long-time leading single variable load action is considered for theelaboration of the parametric study.
Czech name
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Czech description
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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
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
International Conference of Numerical Analysis and Applied Mathematics
ISBN
978-0-7354-0831-9
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
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Publisher name
Neuveden
Place of publication
Rhodos, Řecko
Event location
Rhodes, Greece
Event date
Sep 19, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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