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  • The paper deals with the problems of the theoretical and experimental investigation of the buckling resistance of steel and steel-concrete columns composed of high-strength materials. The paper presents selected results of the more extensive research realized on the authors workplace and oriented to the utilization of high-strength steels and high-performance concretes in steel structural members and composite structural members composed of steel and concrete. This paper is directed towards one part of this research only that means theoretical analysis of the buckling resistance and experimental verification of the objective buckling resistance of compression members in connection with the actual behaviour of the structural member and corresponding relevant failure mechanism. Within the framework of the buckling resistance analysis two basic cross-section types of columns have been investigated: (i) open IPE cross-sections and (ii) circular tubes, both steel members and steel-concrete members. The att
  • The paper deals with the problems of the theoretical and experimental investigation of the buckling resistance of steel and steel-concrete columns composed of high-strength materials. The paper presents selected results of the more extensive research realized on the authors workplace and oriented to the utilization of high-strength steels and high-performance concretes in steel structural members and composite structural members composed of steel and concrete. This paper is directed towards one part of this research only that means theoretical analysis of the buckling resistance and experimental verification of the objective buckling resistance of compression members in connection with the actual behaviour of the structural member and corresponding relevant failure mechanism. Within the framework of the buckling resistance analysis two basic cross-section types of columns have been investigated: (i) open IPE cross-sections and (ii) circular tubes, both steel members and steel-concrete members. The att (en)
Title
  • Buckling resistance of steel and high-strength-concrete circular columns
  • Buckling resistance of steel and high-strength-concrete circular columns (en)
skos:prefLabel
  • Buckling resistance of steel and high-strength-concrete circular columns
  • Buckling resistance of steel and high-strength-concrete circular columns (en)
skos:notation
  • RIV/00216305:26110/12:PU102091!RIV13-GA0-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/09/0597), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 125611
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU102091
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Steel-concrete column, circular tube, buckling resistance, high-strength concrete, test, experimental verification, design resistance. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [DF7B57AAC281]
http://linked.open...v/mistoKonaniAkce
  • Nanjing
http://linked.open...i/riv/mistoVydani
  • Nanjing
http://linked.open...i/riv/nazevZdroje
  • Advances in Steel Structures
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Karmazínová, Marcela
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Southeast University Press: Nanjing
https://schema.org/isbn
  • 978-7-5641-3400-6
http://localhost/t...ganizacniJednotka
  • 26110
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