All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Buckling resistance of steel-concrete columns composed of high-strength materials

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90773" target="_blank" >RIV/00216305:26110/10:PU90773 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Buckling resistance of steel-concrete columns composed of high-strength materials

  • Original language description

    The paper deals with some problems of the actual behaviour and buckling resistance of steel-concrete compression members composed of high-strength steel and high-performance concrete. Especially, this paper is directed towards the steel-concrete composite columns of the dimensions used usually for columns of multi-storey buildings. High-strength materials (steel and concrete, too) can effectively increase the load-carrying capacity of members in the case of simple compression, because of their high strengths. In the case of the buckling the load-carrying capacity is significantly influenced by the stiffness (through the slenderness) dependent on the modulus of elasticity. For steel the modulus of elasticity is the same regardless of steel grade, in thecase of high-strength concrete the modulus of elasticity increases slowly compared with the strength increasing, so that can influence the buckling resistance negatively. This paper presents brief information and some results of experime

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

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)<br>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

    Proceedings of the International Colloquium on Stability and Ductility of Steel Structures "SDSS'Rio 2010"

  • ISBN

    978-85-285-0137-7

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

  • Publisher name

    Federal University of Rio de Janeiro

  • Place of publication

    Rio de Janeiro

  • Event location

    Rio de Janeiro

  • Event date

    Sep 8, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article