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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Main Author: Turgay ÇOŞGUN
Format: Article
Language:English
Published: Pamukkale University 2003-03-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089777
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spelling 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
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