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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 characteristics applied in the theory of semi-rigid connections, i.e. M-fi relationship, where M is bending moment and fi is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M-c relationship
  • 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 characteristics applied in the theory of semi-rigid connections, i.e. M-fi relationship, where M is bending moment and fi is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M-c relationship (en)
Title
  • Experimental verification of actual behaviour of header plate connections
  • Experimental verification of actual behaviour of header plate connections (en)
skos:prefLabel
  • Experimental verification of actual behaviour of header plate connections
  • Experimental verification of actual behaviour of header plate connections (en)
skos:notation
  • RIV/00216305:26110/09:PU85479!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
  • 314282
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85479
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
  • [FCE652D2AD1A]
http://linked.open...v/mistoKonaniAkce
  • Malmö
http://linked.open...i/riv/mistoVydani
  • Stockholm
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 11th Nordic Steel Construction Conference held in Malmö
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
  • SBI
https://schema.org/isbn
  • 91-7127-058-2
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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