The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F02%3APU34667" target="_blank" >RIV/00216305:26110/02:PU34667 - 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
The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution
Original language description
The standard EN1993-1-1:2002 (EC3) for steel structure design gives the recommended values of partial reliability factors. The load-carrying capacity of a steel frame with compression members can be computed, according to EC3, either by geometrical nonlinear solution or by stability one. In the present paper, we will demonstrate that the structure element reliability can be different in dependence on the method used. The choice of an appropriate method of combining permanent and variable active loaads,and the verification of partial reliability factors recommended by the standard prEN 1990 will be discussed.
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
2002
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Reliability and Diagnostics of Transport Structures and Means
ISBN
80-7194-464-5
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
160-165
Publisher name
Jaroslav Menšík
Place of publication
Pardubice
Event location
Pardubice
Event date
Sep 26, 2002
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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