A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES

The progress made on the analysis of the structures by using non-linear theory and the significant findings on both theorical and empirical works, enable better understanding of the behaviours of structures under external loads. Determination of the failure load and designing the structures accordin...

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Main Author: Turgay ÇOŞGUN
Format: Article
Language:English
Published: Pamukkale University 2003-02-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089750
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author Turgay ÇOŞGUN
author_facet Turgay ÇOŞGUN
author_sort Turgay ÇOŞGUN
collection DOAJ
description The progress made on the analysis of the structures by using non-linear theory and the significant findings on both theorical and empirical works, enable better understanding of the behaviours of structures under external loads. Determination of the failure load and designing the structures accordingly requires developments of analysis methods, which take both the non-linear behaviour of structural elements and the non-linear effects of geometric changes into consideration. Therefore, in this study, a FORTRAN code, which analyses structures and calculates the failure loads by considering the non-linear behaviour of materials under increasing loads (due to the non-linear relationship of stress-strain and moment-curvature) and second-order theory of structural systems is developed.
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spelling doaj.art-2c19c4cdf22b4b318c39b2e0e3228c5f2023-02-15T16:18:41ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812003-02-01922152225000083818A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURESTurgay ÇOŞGUNThe progress made on the analysis of the structures by using non-linear theory and the significant findings on both theorical and empirical works, enable better understanding of the behaviours of structures under external loads. Determination of the failure load and designing the structures accordingly requires developments of analysis methods, which take both the non-linear behaviour of structural elements and the non-linear effects of geometric changes into consideration. Therefore, in this study, a FORTRAN code, which analyses structures and calculates the failure loads by considering the non-linear behaviour of materials under increasing loads (due to the non-linear relationship of stress-strain and moment-curvature) and second-order theory of structural systems is developed.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089750Doğrusal olmayan analiz, Göçme yükü, Uzay çerçeveler
spellingShingle Turgay ÇOŞGUN
A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
Pamukkale University Journal of Engineering Sciences
Doğrusal olmayan analiz, Göçme yükü, Uzay çerçeveler
title A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
title_full A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
title_fullStr A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
title_full_unstemmed A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
title_short A COMPUTER PROGRAMME FOR THE NON-LINEAR ANALYSIS OF COMPLETE STRUCTURES
title_sort computer programme for the non linear analysis of complete structures
topic Doğrusal olmayan analiz, Göçme yükü, Uzay çerçeveler
url http://dergipark.ulakbim.gov.tr/pajes/article/view/5000089750
work_keys_str_mv AT turgaycosgun acomputerprogrammeforthenonlinearanalysisofcompletestructures
AT turgaycosgun computerprogrammeforthenonlinearanalysisofcompletestructures