Probabilistic Model for Compressive Strength of Historic Masonry

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F14%3A00214986" target="_blank" >RIV/68407700:21610/14:00214986 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1201/b15938-400" target="_blank" >http://dx.doi.org/10.1201/b15938-400</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1201/b15938-400" target="_blank" >10.1201/b15938-400</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Probabilistic Model for Compressive Strength of Historic Masonry

Popis výsledku v původním jazyce

Heritage structures are made of different types of masonry with significantly different properties. As a rule information on mechanical properties of masonry components has to be obtained by minor destructive- or non-destructive testing. Estimation of masonry strength from measurements with due regard to all the uncertainties is one of key issues of the reliability assessment. In this study the probabilistic model of masonry strength is developed taking into account uncertainties in basic variables andtesting procedures. It is shown that statistical characteristics of the masonry strength can be well estimated using fundamental statistical methods. Described assessment of a church from 17th century reveals that the design value based on the probabilistic model is significantly greater than that obtained using the partial factor method.

Název v anglickém jazyce

Probabilistic Model for Compressive Strength of Historic Masonry

Popis výsledku anglicky

Heritage structures are made of different types of masonry with significantly different properties. As a rule information on mechanical properties of masonry components has to be obtained by minor destructive- or non-destructive testing. Estimation of masonry strength from measurements with due regard to all the uncertainties is one of key issues of the reliability assessment. In this study the probabilistic model of masonry strength is developed taking into account uncertainties in basic variables andtesting procedures. It is shown that statistical characteristics of the masonry strength can be well estimated using fundamental statistical methods. Described assessment of a church from 17th century reveals that the design value based on the probabilistic model is significantly greater than that obtained using the partial factor method.

Druh

D - Stať ve sborníku

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

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Projekt

<a href="/cs/project/DF12P01OVV040" target="_blank" >DF12P01OVV040: Hodnocení bezpečnosti a životnosti staveb industriálního dědictví</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Safety, Reliability and Risk Analysis: Beyond the Horizon

ISBN

978-1-315-81559-6

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

2645-2652

Název nakladatele

Taylor & Francis Group

Místo vydání

Londýn

Místo konání akce

Amsterdam

Datum konání akce

29. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000339427104017