The evaluation of uncertainty in the resistance models of reinforced concrete members

The paper presents the analysis and evaluation methods of uncertainty in the resistance models of reinforced concrete members. The first method is based on a standardized procedure for the calibration of resistance models given in the Eurocode. The second method is an original proposal for the evalu...

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Main Author: Szczepan Woliński
Format: Article
Language:English
Published: Lublin University of Technology 2013-03-01
Series:Budownictwo i Architektura
Subjects:
Online Access:https://ph.pollub.pl/index.php/bia/article/view/2199
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author Szczepan Woliński
author_facet Szczepan Woliński
author_sort Szczepan Woliński
collection DOAJ
description The paper presents the analysis and evaluation methods of uncertainty in the resistance models of reinforced concrete members. The first method is based on a standardized procedure for the calibration of resistance models given in the Eurocode. The second method is an original proposal for the evaluation of uncertainty in the resistance models using the available test data on resistance variation. According to the concept of semi-probabilistic partial factors design, the partial factor resulting from model uncertainty,  separated from the factor of resistance, represents a measure of model uncertainty. The approach to model uncertainty evaluation is demonstrated with the use two different sample models for shear capacity assessment of reinforced concrete beams.
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spelling doaj.art-9630cb630dea45dab47574e57222f1892024-03-02T06:41:35ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752013-03-0112110.35784/bud-arch.2199The evaluation of uncertainty in the resistance models of reinforced concrete membersSzczepan Woliński0Department of Building Structures, Faculty of Civil and Environmental Engineering, Rzeszów University of TechnologyThe paper presents the analysis and evaluation methods of uncertainty in the resistance models of reinforced concrete members. The first method is based on a standardized procedure for the calibration of resistance models given in the Eurocode. The second method is an original proposal for the evaluation of uncertainty in the resistance models using the available test data on resistance variation. According to the concept of semi-probabilistic partial factors design, the partial factor resulting from model uncertainty,  separated from the factor of resistance, represents a measure of model uncertainty. The approach to model uncertainty evaluation is demonstrated with the use two different sample models for shear capacity assessment of reinforced concrete beams.https://ph.pollub.pl/index.php/bia/article/view/2199resistance of RC elementsparameter uncertaintymodel uncertaintypartial factorsmodel uncertainty assessment
spellingShingle Szczepan Woliński
The evaluation of uncertainty in the resistance models of reinforced concrete members
Budownictwo i Architektura
resistance of RC elements
parameter uncertainty
model uncertainty
partial factors
model uncertainty assessment
title The evaluation of uncertainty in the resistance models of reinforced concrete members
title_full The evaluation of uncertainty in the resistance models of reinforced concrete members
title_fullStr The evaluation of uncertainty in the resistance models of reinforced concrete members
title_full_unstemmed The evaluation of uncertainty in the resistance models of reinforced concrete members
title_short The evaluation of uncertainty in the resistance models of reinforced concrete members
title_sort evaluation of uncertainty in the resistance models of reinforced concrete members
topic resistance of RC elements
parameter uncertainty
model uncertainty
partial factors
model uncertainty assessment
url https://ph.pollub.pl/index.php/bia/article/view/2199
work_keys_str_mv AT szczepanwolinski theevaluationofuncertaintyintheresistancemodelsofreinforcedconcretemembers
AT szczepanwolinski evaluationofuncertaintyintheresistancemodelsofreinforcedconcretemembers