Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU92137" target="_blank" >RIV/00216305:26110/10:PU92137 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members
Original language description
Structures from high grade steel and concrete are more frequently used in the field of design of modern engineering structures. The ultimate limit state of steel-concrete columns comprising steel profiles encased with high strength concrete in compression is analyzed. The paper is focused on fuzzy analysis of load-carrying capacity of steel-concrete building members. Stresses in the concrete and steel sections are determined according to the principles of elasticity. General extended principle, which takes into account the epistemic uncertainty of input parameters, was utilized for the analysis.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
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)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Reliability, Risk and Safety (ESREL 2010
ISBN
978-0-415-60427-7
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
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Publisher name
Neuveden
Place of publication
Rhodos, Řecko
Event location
Rhodes
Event date
Jun 5, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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