Standardized basis for assessment of existing structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F19%3A00333778" target="_blank" >RIV/68407700:21610/19:00333778 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1201/9780429426506-365" target="_blank" >http://dx.doi.org/10.1201/9780429426506-365</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1201/9780429426506-365" target="_blank" >10.1201/9780429426506-365</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Standardized basis for assessment of existing structures

Popis výsledku v původním jazyce

General approaches for the assessment of existing structures were recently developed by ISO and CEN. These events provide the opportunity to extend the standardized basis of structural design to include procedures for the assessment of existing structures that are consistent with design practice. This paper considers ways in which the procedures for deriving semi probabilistic design parameters can be applied to the South African head standard for structural design SANS 10l60-l as an example case. Way are identified for devising assessment procedures that are equivalent to standardized design in terms of compliance to reliability principles, whilst accounting for conditions requiring assessment. As a demonstration, a set of partial factors for assessment are derived, based on adjusted optimal target reliability levels. This could result in a reduction of around 20% in the assessment margin, whilst still exceeding or complying to societal 1evels of reliability.

Název v anglickém jazyce

Standardized basis for assessment of existing structures

Popis výsledku anglicky

General approaches for the assessment of existing structures were recently developed by ISO and CEN. These events provide the opportunity to extend the standardized basis of structural design to include procedures for the assessment of existing structures that are consistent with design practice. This paper considers ways in which the procedures for deriving semi probabilistic design parameters can be applied to the South African head standard for structural design SANS 10l60-l as an example case. Way are identified for devising assessment procedures that are equivalent to standardized design in terms of compliance to reliability principles, whilst accounting for conditions requiring assessment. As a demonstration, a set of partial factors for assessment are derived, based on adjusted optimal target reliability levels. This could result in a reduction of around 20% in the assessment margin, whilst still exceeding or complying to societal 1evels of reliability.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LTT18003" target="_blank" >LTT18003: Pravděpodobnostní rozbor degradujících konstrukčních systémů</a><br>

Návaznosti

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

Rok uplatnění

2019

Kód důvěrnosti údajů

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

Název statě ve sborníku

Advances in Engineering Materials Structures and Systems: Innovations, Mechanics and Applications

ISBN

978-1-138-38696-9

ISSN

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

2120-2125

Název nakladatele

Taylor & Francis

Místo vydání

London

Místo konání akce

Cape Town

Datum konání akce

2. 9. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000504648100365