Reliability of Steel Members and Load Combinations in European Standards for Structural Design

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F03%3A07093225" target="_blank" >RIV/68407700:21610/03:07093225 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Reliability of Steel Members and Load Combinations in European Standards for Structural Design

Popis výsledku v původním jazyce

The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of structural design", provides alternative design procedures, for which national choice is allowed. One of the most important options concerns three fundamental combinations of actions for persistent and transient design situations. A simple example of a steel member shows that for different ratios of variable to permanent actions the alternative load combinations may lead to considerably different reliability levels. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate recommendations for national choice. Further calibration studies concerning more complicated structural members are urgently needed in order to prepare National annex to EN 1990 on time.

Název v anglickém jazyce

Reliability of Steel Members and Load Combinations in European Standards for Structural Design

Popis výsledku anglicky

The basic European standard for design of buildings and other engineering works, EN 1990 "Basis of structural design", provides alternative design procedures, for which national choice is allowed. One of the most important options concerns three fundamental combinations of actions for persistent and transient design situations. A simple example of a steel member shows that for different ratios of variable to permanent actions the alternative load combinations may lead to considerably different reliability levels. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate recommendations for national choice. Further calibration studies concerning more complicated structural members are urgently needed in order to prepare National annex to EN 1990 on time.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2003

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Ocelové konstrukce a mosty 2003

ISBN

80-01-02747-3

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

331-336

Název nakladatele

Czech Technical University in Prague

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

17. 9. 2003

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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