Optimisation of the Target Reliability for Temporary Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00206209" target="_blank" >RIV/68407700:21610/13:00206209 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1080/10286608.2012.733373" target="_blank" >http://dx.doi.org/10.1080/10286608.2012.733373</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1080/10286608.2012.733373" target="_blank" >10.1080/10286608.2012.733373</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Optimisation of the Target Reliability for Temporary Structures

Popis výsledku v původním jazyce

The target reliability levels recommended in various national and international documents vary within a broad range, while the reference to the failure consequences and design working life is made only very vaguely. In some cases, the target reliabilityindexes are indicated for one or two reference periods (for 1 year and 50 years); however, no explicit link to the design working life, which is important particularly for temporary structures, is usually provided. This contribution attempts to clarify the relationship between the optimum target reliability of temporary structures, failure consequences, the design working life and the discount rate. The theoretical study based on probabilistic optimisation is supplemented by recommendations useful for code-makers and required by practicing engineers. It appears that the optimum reliability indexes depend primarily on the ratio of the cost of structural failure to the cost per unit of the structural parameter and less significantly on th

Název v anglickém jazyce

Optimisation of the Target Reliability for Temporary Structures

Popis výsledku anglicky

The target reliability levels recommended in various national and international documents vary within a broad range, while the reference to the failure consequences and design working life is made only very vaguely. In some cases, the target reliabilityindexes are indicated for one or two reference periods (for 1 year and 50 years); however, no explicit link to the design working life, which is important particularly for temporary structures, is usually provided. This contribution attempts to clarify the relationship between the optimum target reliability of temporary structures, failure consequences, the design working life and the discount rate. The theoretical study based on probabilistic optimisation is supplemented by recommendations useful for code-makers and required by practicing engineers. It appears that the optimum reliability indexes depend primarily on the ratio of the cost of structural failure to the cost per unit of the structural parameter and less significantly on th

Druh

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

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GAP105%2F12%2F0589" target="_blank" >GAP105/12/0589: Pravděpodobnostní optimalizace směrné spolehlivosti stavebních konstrukcí</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název periodika

CIVIL ENGINEERING AND ENVIRONMENTAL SYSTEMS

ISSN

1028-6608

e-ISSN

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Svazek periodika

30

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

10

Strana od-do

87-96

Kód UT WoS článku

000318069300002

EID výsledku v databázi Scopus

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