A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY
In this study, a method which analyses structures under increasing loads and second-order theory of structural systems is developed. The displacement method used for programming considers the effects of axial loads on stiffness of the structural elements by using stability functions. At the first st...
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Pamukkale University
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doaj-e7964ed15ffc4393b549090f244612252020-11-24T23:41:45ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812003-03-01934194265000083845A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORYTurgay ÇOŞGUNIn this study, a method which analyses structures under increasing loads and second-order theory of structural systems is developed. The displacement method used for programming considers the effects of axial loads on stiffness of the structural elements by using stability functions. At the first stage of the analysis, it is assumed that the frame is completely elastic and the stifness matrix of the frame is determined by taking the axial loads on the element as zero. The iterative analysis, which are carried out under increasing loads will continue until the difference between two successive sets of axial loads is smaller than a specific tolerance.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089777Stabilite fonksiyonları, Rijitlik matrisi, Eksenel kuvvet, Uzay çerçeveler |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Turgay ÇOŞGUN |
spellingShingle |
Turgay ÇOŞGUN A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY Pamukkale University Journal of Engineering Sciences Stabilite fonksiyonları, Rijitlik matrisi, Eksenel kuvvet, Uzay çerçeveler |
author_facet |
Turgay ÇOŞGUN |
author_sort |
Turgay ÇOŞGUN |
title |
A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY |
title_short |
A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY |
title_full |
A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY |
title_fullStr |
A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY |
title_full_unstemmed |
A METHOD FOR THE ANALYSİS OF SPACE FRAMES USİNG SECOND-ORDER THEORY |
title_sort |
method for the analysi̇s of space frames usi̇ng second-order theory |
publisher |
Pamukkale University |
series |
Pamukkale University Journal of Engineering Sciences |
issn |
1300-7009 2147-5881 |
publishDate |
2003-03-01 |
description |
In this study, a method which analyses structures under increasing loads and second-order theory of structural systems is developed. The displacement method used for programming considers the effects of axial loads on stiffness of the structural elements by using stability functions. At the first stage of the analysis, it is assumed that the frame is completely elastic and the stifness matrix of the frame is determined by taking the axial loads on the element as zero. The iterative analysis, which are carried out under increasing loads will continue until the difference between two successive sets of axial loads is smaller than a specific tolerance. |
topic |
Stabilite fonksiyonları, Rijitlik matrisi, Eksenel kuvvet, Uzay çerçeveler |
url |
http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089777 |
work_keys_str_mv |
AT turgaycosgun amethodfortheanalysisofspaceframesusingsecondordertheory AT turgaycosgun methodfortheanalysisofspaceframesusingsecondordertheory |
_version_ |
1725505456315564032 |