Composite steel-concrete columns composed of high-strength materials in elastoplastic stage
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU88242" target="_blank" >RIV/00216305:26110/10:PU88242 - 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
Composite steel-concrete columns composed of high-strength materials in elastoplastic stage
Original language description
The paper is focused on some problems of the actual behavior and load-carrying capacity of steel-concrete members composed of high-strength steel (HSS) and high-performance concrete (HPC). In this paper is basic illustrative information about theoreticalanalysis for the partially encased HEA-section. It is observed the actual behavior of high-strength steel-concrete members under compression in elastoplastic stage and their comparison with numerical results.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil 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
Z - Vyzkumny zamer (s odkazem do CEZ)
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
Stretnutie pracovníkov katedier kovových a drevených konštrukcií stavebných fakúlt v SR a ČR
ISBN
978-80-553-0344-4
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
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Publisher name
TUKE, SvF, UIS, Košice
Place of publication
Košice
Event location
Herľany, Slovensko
Event date
Feb 4, 2010
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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