Probabilistic analysis of Steel frames focused on design concept of Eurocodes

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F00%3APU41784" target="_blank" >RIV/00216305:26110/00:PU41784 - 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
Probabilistic analysis of Steel frames focused on design concept of Eurocodes
Original language description
The concept of the reliability theory has already been accepted in practice. For example, it represents the theoretical basis adopted in practical design codes, such as Eurocodes [1]. In general, the safety check is, in limit state design, carried out for some principal limit states, as taking all the possible limit states into account is not practical and is almost impossible. Therefore, the choice of the limit states to be checked (and their computational model) is very important for securing the safeety. Designers are rather free at this point. On the contrary, the scope of designers is to do the safety check simply in accordance with the concept and methods specified in the design codes. The freedom of designers is so restricted. The aim of the paper is to show this unbalanced reliability using some typical steel frame structures.
Czech name
Pravděpodobnostní analýza oceloého rámu se zaměřením na koncept posouzení podle Eurokódů
Czech description
Cílem článku je dokumentovat nevyrovnanost úrovně spolehlivosti konstrukce navržené podle Eurokódu EC 1. Jev je demonstrován na ocelové rámové konstrukci.

Project
<a href="/en/project/GA103%2F00%2F0603" target="_blank" >GA103/00/0603: The assessment of the risk of the loss of the load - bearing capacity and service ability of thin-walled structures</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2000
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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