Detail publikačního výsledku

The influence of rigidity of beam to column bolt connection with a chosen frame construction

BAJER, M.

Originální název

The influence of rigidity of beam to column bolt connection with a chosen frame construction

Anglický název

The influence of rigidity of beam to column bolt connection with a chosen frame construction

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

In this article, a chosen type of a frame construction - two-hinge frame with bolt joins - is being analysed. The dependence between a bending moment (either in a frame corner or anchorage) and in relative beam (column) torsion is being observed.

Anglický abstrakt

In this article, a chosen type of a frame construction - two-hinge frame with bolt joins - is being analysed. The dependence between a bending moment (either in a frame corner or anchorage) and in relative beam (column) torsion is being observed.

Klíčová slova

rigidity of beam, column bolt connection, FEM, ANSYS 5.6, NEXIS 32

Klíčová slova v angličtině

rigidity of beam, column bolt connection, FEM, ANSYS 5.6, NEXIS 32

Autoři

BAJER, M.

Rok RIV

2011

Vydáno

29.05.2002

Místo

Bulgaria, Sofia, 2002

ISBN

954-91127-1-3

Kniha

Proceedings international conference VSU' 2002, vol.1,Sofia, Bulgaria

Strany od

107

Strany do

114

Strany počet

8

BibTex

@inproceedings{BUT18103,
  author="Miroslav {Bajer}",
  title="The influence of rigidity of beam to column bolt connection with a chosen frame construction",
  booktitle="Proceedings international conference VSU' 2002, vol.1,Sofia, Bulgaria",
  year="2002",
  pages="107--114",
  address="Bulgaria, Sofia, 2002",
  isbn="954-91127-1-3"
}