Fuzzy Analysis of Civil Engineering Problems

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F11%3APU97111" target="_blank" >RIV/00216305:26110/11:PU97111 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Fuzzy Analysis of Civil Engineering Problems
Original language description
The presented paper focuses on the fuzzy analysis of the ultimate limit state of a steel-concrete member under compression. Analysis of the load-carrying capacity was performed using the geometrical non-linear solution. The cubic strength and elastic coefficient, which were expected to significantly influence the load-carrying capacity and for which only little information from experimental research is available, were fuzzified. The secant modulus of elasticity of concrete was considered in compliance with EUROCODE 2 with fuzzified input variables. The performed fuzzy study illustrates an alternate approach to the analysis of reliability, which enables us to take into account and quantify the influence of epistemic uncertainty of input factors on the output of the computational model.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
17th International Conference of Soft Computing, Mendel 2011
ISBN
978-80-214-4302-0
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
271-274
Publisher name
Neuveden
Place of publication
Brno
Event location
Brno University of Technology
Event date
Jun 15, 2011
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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