Compressive Strength of Deteriorated Historic Masonry Based on Measurements

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F15%3A00232013" target="_blank" >RIV/68407700:21610/15:00232013 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.1063/1.4912640" target="_blank" >http://dx.doi.org/10.1063/1.4912640</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1063/1.4912640" target="_blank" >10.1063/1.4912640</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Compressive Strength of Deteriorated Historic Masonry Based on Measurements

Popis výsledku v původním jazyce

Historic structures are made of various types of masonry with significantly different material properties and different degrees of degradation. As a rule the information on mechanical properties of masonry components has to be obtained by testing. Estimation of masonry strength from measurements with respect to relevant uncertainties may be a key issue of the reliability assessment. The probabilistic model of masonry strength is developed considering uncertainties in basic variables and testing procedures. It appears that the characteristics of masonry strength can be well estimated using fundamental statistical methods. The attached case study indicates that the design value of masonry strength obtained by the probabilistic approach may be about double of the value obtained deterministically.

Název v anglickém jazyce

Compressive Strength of Deteriorated Historic Masonry Based on Measurements

Popis výsledku anglicky

Historic structures are made of various types of masonry with significantly different material properties and different degrees of degradation. As a rule the information on mechanical properties of masonry components has to be obtained by testing. Estimation of masonry strength from measurements with respect to relevant uncertainties may be a key issue of the reliability assessment. The probabilistic model of masonry strength is developed considering uncertainties in basic variables and testing procedures. It appears that the characteristics of masonry strength can be well estimated using fundamental statistical methods. The attached case study indicates that the design value of masonry strength obtained by the probabilistic approach may be about double of the value obtained deterministically.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Kumulativní časově závislé procesy ve stavebních materiálech a konstrukcích</a><br>

Návaznosti

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

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název statě ve sborníku

PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014)

ISBN

978-0-7354-1287-3

ISSN

0094-243X

e-ISSN

—

Počet stran výsledku

4

Strana od-do

"410011-1"-"410011-4"

Název nakladatele

AIP Conference Proceedings

Místo vydání

New York

Místo konání akce

Rhodes, Greece

Datum konání akce

22. 9. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000355339702055