Risk-Based Target Reliability
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F17%3A00307012" target="_blank" >RIV/68407700:21610/17:00307012 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.1201/9781315393827-20" target="_blank" >http://dx.doi.org/10.1201/9781315393827-20</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1201/9781315393827-20" target="_blank" >10.1201/9781315393827-20</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Risk-Based Target Reliability
Popis výsledku v původním jazyce
Codes of practice aim at assuring structures having the risks acceptable to the public and the minimum total costs over a design working life. However, current codified criteria for structural design correspond to a broad range of reliability levels, specified for dissimilar reference periods even though their recalculation for different periods is uncertain due to an unknown dependence of failure events in time. The submitted approach to specifying target reliability levels is based on probabilistic risk optimization considering the objective function as a sum of various costs including the effects of time to failure and discounting. An example of probabilistic optimization of a generic structural member shows the effect of considered input parameters. It appears that the optimum reliability level expressed by reliability index depends primarily on the structural costs, failure costs and costs for improving structural safety. Less significantly it seems to be affected by the time to failure and the discount rate.
Název v anglickém jazyce
Risk-Based Target Reliability
Popis výsledku anglicky
Codes of practice aim at assuring structures having the risks acceptable to the public and the minimum total costs over a design working life. However, current codified criteria for structural design correspond to a broad range of reliability levels, specified for dissimilar reference periods even though their recalculation for different periods is uncertain due to an unknown dependence of failure events in time. The submitted approach to specifying target reliability levels is based on probabilistic risk optimization considering the objective function as a sum of various costs including the effects of time to failure and discounting. An example of probabilistic optimization of a generic structural member shows the effect of considered input parameters. It appears that the optimum reliability level expressed by reliability index depends primarily on the structural costs, failure costs and costs for improving structural safety. Less significantly it seems to be affected by the time to failure and the discount rate.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20101 - Civil engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GA16-11378S" target="_blank" >GA16-11378S: Rozhodování ve stavebnictví na základě hodnocení rizik</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Ostatní
Rok uplatnění
2017
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Advances and Trends in Engineering Sciences and Technologies II: Proceedings of the 2nd International Conference on Engineering Sciences and Technologies
ISBN
978-1-138-03224-8
ISSN
—
e-ISSN
—
Počet stran výsledku
6
Strana od-do
105-110
Název nakladatele
CRC Press
Místo vydání
Boca Raton
Místo konání akce
Tatranské Matliare
Datum konání akce
29. 6. 2016
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
000424002600018