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Analysis of steel beam-column assemblies under column removal scenario with web opening beam

This paper present and discuss the fmite element method as an alternative method to investigate and analyze the steel beam-column with web opening assemblies under a column removal scenario. In this paper, analytical models produced in LUSAS Modeler for defining the deflections and stress due to ver...

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Main Author: Nur Ain Ithnin , Alias
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://umpir.ump.edu.my/id/eprint/7760/1/NUR_AIN_ITHNIN_BINTI_ALIAS.PDF
http://umpir.ump.edu.my/id/eprint/7760/
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spelling my.ump.umpir.77602021-06-10T04:10:58Z http://umpir.ump.edu.my/id/eprint/7760/ Analysis of steel beam-column assemblies under column removal scenario with web opening beam Nur Ain Ithnin , Alias TA Engineering (General). Civil engineering (General) This paper present and discuss the fmite element method as an alternative method to investigate and analyze the steel beam-column with web opening assemblies under a column removal scenario. In this paper, analytical models produced in LUSAS Modeler for defining the deflections and stress due to vertically applied load. The steel structures assemblies are selected and analyzed for linear deflection and stress pattern when the column is removed. Four steel model assemblies were used. Two models were assembled by solid steel structure while the other two were with assembled with web opening beam structures. For both assemblies, the results taken before and after the column removed. The model with and without web opening were compared due to their strength and behaviour using Linear Finite Element Analysis. It was found that the model assemblies with web opening have lower results in terms of strength. The maximum load that it can withstand is the lowest of all assemblies especially when the center column is removed. The results of this study shows that the presence of web opening in structure may weakened the assembly of the structures itself. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7760/1/NUR_AIN_ITHNIN_BINTI_ALIAS.PDF Nur Ain Ithnin , Alias (2012) Analysis of steel beam-column assemblies under column removal scenario with web opening beam. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nur Ain Ithnin , Alias
Analysis of steel beam-column assemblies under column removal scenario with web opening beam
description This paper present and discuss the fmite element method as an alternative method to investigate and analyze the steel beam-column with web opening assemblies under a column removal scenario. In this paper, analytical models produced in LUSAS Modeler for defining the deflections and stress due to vertically applied load. The steel structures assemblies are selected and analyzed for linear deflection and stress pattern when the column is removed. Four steel model assemblies were used. Two models were assembled by solid steel structure while the other two were with assembled with web opening beam structures. For both assemblies, the results taken before and after the column removed. The model with and without web opening were compared due to their strength and behaviour using Linear Finite Element Analysis. It was found that the model assemblies with web opening have lower results in terms of strength. The maximum load that it can withstand is the lowest of all assemblies especially when the center column is removed. The results of this study shows that the presence of web opening in structure may weakened the assembly of the structures itself.
format Undergraduates Project Papers
author Nur Ain Ithnin , Alias
author_facet Nur Ain Ithnin , Alias
author_sort Nur Ain Ithnin , Alias
title Analysis of steel beam-column assemblies under column removal scenario with web opening beam
title_short Analysis of steel beam-column assemblies under column removal scenario with web opening beam
title_full Analysis of steel beam-column assemblies under column removal scenario with web opening beam
title_fullStr Analysis of steel beam-column assemblies under column removal scenario with web opening beam
title_full_unstemmed Analysis of steel beam-column assemblies under column removal scenario with web opening beam
title_sort analysis of steel beam-column assemblies under column removal scenario with web opening beam
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/7760/1/NUR_AIN_ITHNIN_BINTI_ALIAS.PDF
http://umpir.ump.edu.my/id/eprint/7760/
_version_ 1703960747737874432
score 13.211869

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