Analysis of Slender Concrete Columns under Fire Conditions by a Method Based on Nominal Curvature
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00301906" target="_blank" >RIV/68407700:21110/16:00301906 - 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
Analysis of Slender Concrete Columns under Fire Conditions by a Method Based on Nominal Curvature
Original language description
The present paper is focused on assessment of slender concrete columns under fire conditions by a method based on nominal curvature. An algorithm for determination of a moment-curvature diagram used for an assessment of concrete columns is given. The results obtained by the method are compared with the experimental data.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA16-04454S" target="_blank" >GA16-04454S: Uncertainties on the material level affecting those on the structural level</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů