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dc.contributor.author
Haslbeck, Matthias
dc.contributor.author
Kroyer, Robert
dc.contributor.author
Taras, Andreas
dc.contributor.author
Braml, Thomas
dc.contributor.editor
Sykora, Miroslav
dc.contributor.editor
Lenner, Roman
dc.contributor.editor
de Koker, Nico
dc.date.accessioned
2022-12-06T07:24:25Z
dc.date.available
2022-12-05T15:33:44Z
dc.date.available
2022-12-06T07:24:25Z
dc.date.issued
2022-08-18
dc.identifier.isbn
978-80-01-07035-2
en_US
dc.identifier.issn
2336-5382
dc.identifier.other
10.14311/app.2022.36.0076
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/585005
dc.identifier.doi
10.3929/ethz-b-000585005
dc.description.abstract
Reassessment of infrastructure buildings has become an essential approach to deal with increasing traffic loads on ageing infrastructure buildings and to verify the service-life of those structures. Good estimation of the actual material properties is highly relevant for reliable structural reassessment. Although this holds for all building materials, the importance of good parameter estimation is of special importance for concrete structures, where the strength properties show relatively high variation and where the nominal strength properties tend to be too conservative. Modern design guidelines allow to make use of scientific methods such as Bayesian Updating of material properties to enable a more realistic consideration of the actual material properties in the reassessment of existing structures. However, guidelines for application and experience with those methods are not yet reported much or are rather vague [1]. The presented study focuses on the effect of the Bayesian Updating process for material parameters with special emphasis on the number and sampling location of test specimens as well as on the accuracy and confidence in the obtained posterior distribution, since sampling also includes a certain margin of uncertainty. The investigation on the methodological potential and on the uncertainty margin in the updating process in this contribution uses a batch of 14 test results on the concrete compressive strength obtained from drill cores along with the inherent measurement uncertainties from the testing procedure. After a short review of Bayes’ Theorem, the Markov Chain Monte Carlo Method (MCMC) and the bootstrap methodology, all combinations of subsamples of size 1, 3 and 5 specimens were built and provided to the Bayes’ updating procedure via MCMC to determine the posterior distributions. The series of obtained posterior distributions for a certain subsample was used to determine the uncertainty in the Bayesian Updating process by evaluation of the scatter in the expected value, the standard deviation and the 5 %-quantile of the updated distribution. The simulations show the importance of an adequate sample size and quantify the uncertainties arising from the limited number of observations.
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Czech Technical University
en_US
dc.rights.uri
http://creativecommons.org/licenses/by/4.0/
dc.subject
Bayesian updating
en_US
dc.subject
Bootstrapping
en_US
dc.subject
Burn-in
en_US
dc.subject
Concrete compressive strength
en_US
dc.subject
Markov chain Monte Carlo
en_US
dc.subject
MCMC
en_US
dc.subject
Metropolis algorithm
en_US
dc.subject
Roding Bridge
en_US
dc.subject
Structural reassessment
en_US
dc.title
Uncertainty assessment for the Bayesian updating process of concrete strength properties
en_US
dc.type
Conference Paper
dc.rights.license
Creative Commons Attribution 4.0 International
ethz.book.title
International Probabilistic Workshop 2022
en_US
ethz.journal.title
Acta Polytechnica CTU Proceedings
ethz.journal.volume
36
en_US
ethz.pages.start
76
en_US
ethz.pages.end
83
en_US
ethz.version.deposit
publishedVersion
en_US
ethz.event
19th International Probabilistic Workshop (IPW 2022)
en_US
ethz.event.location
Stellenbosch, South Africa
en_US
ethz.event.date
September 8-9, 2022
en_US
ethz.identifier.scopus
ethz.publication.place
Prague
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09660 - Taras, Andreas / Taras, Andreas
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02115 - Dep. Bau, Umwelt und Geomatik / Dep. of Civil, Env. and Geomatic Eng.::02605 - Institut für Baustatik u. Konstruktion / Institute of Structural Engineering::09660 - Taras, Andreas / Taras, Andreas
en_US
ethz.date.deposited
2022-12-05T15:33:45Z
ethz.source
FORM
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2022-12-06T07:24:26Z
ethz.rosetta.lastUpdated
2023-02-07T08:30:56Z
ethz.rosetta.versionExported
true
ethz.COinS
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