The Design Value Method and Adjusted Partial Factor Approach for Existing Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00215272" target="_blank" >RIV/68407700:21610/13:00215272 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.2749/101686613X13627347100194" target="_blank" >http://dx.doi.org/10.2749/101686613X13627347100194</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.2749/101686613X13627347100194" target="_blank" >10.2749/101686613X13627347100194</a>

Jazyk výsledku

angličtina

Název v původním jazyce

The Design Value Method and Adjusted Partial Factor Approach for Existing Structures

Popis výsledku v původním jazyce

In contrast to the design of new structures, the assessment of existing structures often relies on the subjective judgement of the investigating engineer. An objective verification format for existing structures based on alternative partial factors is however feasible, enabling a rather simple and straightforward, but objective and coherent safety evaluation of existing concrete structures by practitioners. The proposed framework is compatible with the current Eurocodes for the design of new structures,but additionally enables to incorporate alternative values for the target reliability level, alternative values for the remaining working life and also updated information based on e.g. on-site inspection data and data from testing, as these all considerably influence the partial factors in the structural reliability assessment of existing structures.

Název v anglickém jazyce

The Design Value Method and Adjusted Partial Factor Approach for Existing Structures

Popis výsledku anglicky

In contrast to the design of new structures, the assessment of existing structures often relies on the subjective judgement of the investigating engineer. An objective verification format for existing structures based on alternative partial factors is however feasible, enabling a rather simple and straightforward, but objective and coherent safety evaluation of existing concrete structures by practitioners. The proposed framework is compatible with the current Eurocodes for the design of new structures,but additionally enables to incorporate alternative values for the target reliability level, alternative values for the remaining working life and also updated information based on e.g. on-site inspection data and data from testing, as these all considerably influence the partial factors in the structural reliability assessment of existing structures.

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%2F2051" target="_blank" >GAP105/12/2051: Modelové nejistoty odolnosti železobetonových 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

Structural Engineering International

ISSN

1016-8664

e-ISSN

—

Svazek periodika

23

Číslo periodika v rámci svazku

4

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

8

Strana od-do

386-393

Kód UT WoS článku

000326416600004

EID výsledku v databázi Scopus

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