Eurocodes: Using Reliability Analysis to Combine Action Effects

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F05%3A00117317" target="_blank" >RIV/68407700:21610/05:00117317 - 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

Eurocodes: Using Reliability Analysis to Combine Action Effects

Popis výsledku v původním jazyce

The head structural Eurocode for the design of buildings and other civil engineering works, EN 1990 Basis of Structural Design, establishes for all the Eurocodes the principles and requirements for safety, serviceability and durability. It provides alternative design procedures, for which national choice is allowed, in particular for the three fundamental combinations of action effects for the persistent and transient design situations in the verification of ultimite limite states. An example of a generic structural element shows that the alternative combinations may lead to considerably different reliability levels depending upon the ratio of variable actions to the total load. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate general recommendations for the BSI National Annex for EN 1990.

Název v anglickém jazyce

Eurocodes: Using Reliability Analysis to Combine Action Effects

Popis výsledku anglicky

The head structural Eurocode for the design of buildings and other civil engineering works, EN 1990 Basis of Structural Design, establishes for all the Eurocodes the principles and requirements for safety, serviceability and durability. It provides alternative design procedures, for which national choice is allowed, in particular for the three fundamental combinations of action effects for the persistent and transient design situations in the verification of ultimite limite states. An example of a generic structural element shows that the alternative combinations may lead to considerably different reliability levels depending upon the ratio of variable actions to the total load. Probabilistic methods of structural reliability theory are used to identify characteristic features of each combination and to formulate general recommendations for the BSI National Annex for EN 1990.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Rok uplatnění

2005

Kód důvěrnosti údajů

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

Název periodika

ICE Prodeedings of the Institution of Civil Engineers. Structures and Buildings

ISSN

0965-0911

e-ISSN

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Svazek periodika

?

Číslo periodika v rámci svazku

SB4

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

10

Strana od-do

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Kód UT WoS článku

000232241800003

EID výsledku v databázi Scopus

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