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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–f relationship, where M is bending moment and f 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–f relationship, where M is bending moment and f is rotation; besides that he defines another deformation component, so-called connection unfolding c, and analogically introduces M–c relationship. (en)
Title
  • Problem of Strain Mechanism – Header Plate Connections
  • Problem of Strain Mechanism – Header Plate Connections (en)
skos:prefLabel
  • Problem of Strain Mechanism – Header Plate Connections
  • Problem of Strain Mechanism – Header Plate Connections (en)
skos:notation
  • RIV/00216305:26110/11:PU97185!RIV12-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • 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
  • 223866
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU97185
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
  • [4A830456CD1D]
http://linked.open...v/mistoKonaniAkce
  • Budapest
http://linked.open...i/riv/mistoVydani
  • Brussels
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the 6th European Conference on Steel and Composite Structures „Eurosteel 2011“ held in Budapest
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
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  • ECCS
https://schema.org/isbn
  • 978-92-9147-103-4
http://localhost/t...ganizacniJednotka
  • 26110
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