Use of approximate engineering methods for semi-rigid frame analysis

L. Hegedûs, Miklós Iványi

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

This paper gives a short summary about the possibilities of constructing more precise, but not too difficult connection models for frame analysis. It is dealing with simple methods, which can be useful tools for - either to construct envelope curves for the elastic and for the plastic behaviour separately, - or to determine the elastic - plastic response of the frame by concentrating all of non-linearities into real or pseudo connection springs, which are connecting the elastic members.

Original languageEnglish
Pages (from-to)17-38
Number of pages22
JournalPeriodica Polytechnica: Civil Engineering
Volume41
Issue number1
Publication statusPublished - 1997

Fingerprint

plastic
Plastics
engineering
nonlinearity
method
analysis

Keywords

  • Beam-to-column connection
  • Column base
  • Semi-rigid
  • Steel frames

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Civil and Structural Engineering

Cite this

Use of approximate engineering methods for semi-rigid frame analysis. / Hegedûs, L.; Iványi, Miklós.

In: Periodica Polytechnica: Civil Engineering, Vol. 41, No. 1, 1997, p. 17-38.

Research output: Contribution to journalArticle

@article{430421ea15a64a2793e26158011f6c86,
title = "Use of approximate engineering methods for semi-rigid frame analysis",
abstract = "This paper gives a short summary about the possibilities of constructing more precise, but not too difficult connection models for frame analysis. It is dealing with simple methods, which can be useful tools for - either to construct envelope curves for the elastic and for the plastic behaviour separately, - or to determine the elastic - plastic response of the frame by concentrating all of non-linearities into real or pseudo connection springs, which are connecting the elastic members.",
keywords = "Beam-to-column connection, Column base, Semi-rigid, Steel frames",
author = "L. Heged{\^u}s and Mikl{\'o}s Iv{\'a}nyi",
year = "1997",
language = "English",
volume = "41",
pages = "17--38",
journal = "Periodica Polytechnica: Civil Engineering",
issn = "0553-6626",
publisher = "Budapest University of Technology and Economics",
number = "1",

}

TY - JOUR

T1 - Use of approximate engineering methods for semi-rigid frame analysis

AU - Hegedûs, L.

AU - Iványi, Miklós

PY - 1997

Y1 - 1997

N2 - This paper gives a short summary about the possibilities of constructing more precise, but not too difficult connection models for frame analysis. It is dealing with simple methods, which can be useful tools for - either to construct envelope curves for the elastic and for the plastic behaviour separately, - or to determine the elastic - plastic response of the frame by concentrating all of non-linearities into real or pseudo connection springs, which are connecting the elastic members.

AB - This paper gives a short summary about the possibilities of constructing more precise, but not too difficult connection models for frame analysis. It is dealing with simple methods, which can be useful tools for - either to construct envelope curves for the elastic and for the plastic behaviour separately, - or to determine the elastic - plastic response of the frame by concentrating all of non-linearities into real or pseudo connection springs, which are connecting the elastic members.

KW - Beam-to-column connection

KW - Column base

KW - Semi-rigid

KW - Steel frames

UR - http://www.scopus.com/inward/record.url?scp=0030645468&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0030645468&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0030645468

VL - 41

SP - 17

EP - 38

JO - Periodica Polytechnica: Civil Engineering

JF - Periodica Polytechnica: Civil Engineering

SN - 0553-6626

IS - 1

ER -