Publication result detail

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

BAJER, M.

Original Title

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

English Title

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

Type

Paper in proceedings (conference paper)

Original Abstract

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.

English abstract

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.

Keywords

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

Key words in English

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

Authors

BAJER, M.

RIV year

2011

Released

29.05.2002

Location

Bulgaria, Sofia, 2002

ISBN

954-91127-1-3

Book

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

Pages from

107

Pages to

114

Pages count

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"
}