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  • The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses model of joint with equivalent bar.
  • The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses model of joint with equivalent bar. (en)
  • The paper deals with problems of an actual behaviour of header plate connections in steel building frames. A traditional model of the joint under examination represents a nominally pinned joint. Such a model is regarded by the author as not quite accurate. That is why he examines the necessity of a general conception of idealization of strain mechanism of this joint type. In order to describe generally the joint behaviour in the loading process, he uses model of joint with equivalent bar. (cs)
Title
  • Studie chování styčníků namáhaných ohybovým momentem a normálovou silou
  • Studie chování styčníků namáhaných ohybovým momentem a normálovou silou (cs)
  • Study of behaviour of joints subjected to bending moment and axial force (en)
skos:prefLabel
  • Studie chování styčníků namáhaných ohybovým momentem a normálovou silou
  • Studie chování styčníků namáhaných ohybovým momentem a normálovou silou (cs)
  • Study of behaviour of joints subjected to bending moment and axial force (en)
skos:notation
  • RIV/00216305:26110/09:PU85478!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/07/0628), P(GP103/09/P417), 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
  • 344311
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85478
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • steel structure, actual behaviour, joint, pinned joint, header plate connection (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [F411E0CCC53C]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Sborník příspěvků z XII. mezinárodní vědecké konference. Sekce 6: Inženýrské konstrukce
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
  • Pilgr, Milan
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
  • Akademické nakladatelství CERM
https://schema.org/isbn
  • 978-80-7204-629-4
http://localhost/t...ganizacniJednotka
  • 26110
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