Comparative stiffness analysis between conventional and IBS construction method

Industrialised Building System (IBS) is a system where the components such as beam, columns and floors are produced in the factory with standard sizes and length. These components are then transported to the construction site for assembly to form buildings. The analysis and design of the IBS structu...

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Main Author: Hashim, Md. Nasir
Format: Thesis
Language:English
Published: 2006
Subjects:
Online Access:http://eprints.utm.my/id/eprint/4592/1/MdNasirHashimMFKA2006.pdf
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spelling my-utm-ep.45922018-02-28T06:44:07Z Comparative stiffness analysis between conventional and IBS construction method 2006-11 Hashim, Md. Nasir TA Engineering (General). Civil engineering (General) Industrialised Building System (IBS) is a system where the components such as beam, columns and floors are produced in the factory with standard sizes and length. These components are then transported to the construction site for assembly to form buildings. The analysis and design of the IBS structures, like any other building analysis is dependent on the loads, sizes of properties structures (columns, beam and floors) and joints restraints. In this study, the continuous steel bars in the conventional construction method is replaced by rectangular hollow sections for the column to column connections and two steel plates for the beam to column connection. The stiffness restraints this type IBS is found to be nearer to conventional reinforced concrete constructions. It also means that during constructions the joint can be left as it is or grouted with the same concrete strength to the columns and beam. The analysis is carried out using Multiframe 4D software. 2006-11 Thesis http://eprints.utm.my/id/eprint/4592/ http://eprints.utm.my/id/eprint/4592/1/MdNasirHashimMFKA2006.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Hashim, Md. Nasir
Comparative stiffness analysis between conventional and IBS construction method
description Industrialised Building System (IBS) is a system where the components such as beam, columns and floors are produced in the factory with standard sizes and length. These components are then transported to the construction site for assembly to form buildings. The analysis and design of the IBS structures, like any other building analysis is dependent on the loads, sizes of properties structures (columns, beam and floors) and joints restraints. In this study, the continuous steel bars in the conventional construction method is replaced by rectangular hollow sections for the column to column connections and two steel plates for the beam to column connection. The stiffness restraints this type IBS is found to be nearer to conventional reinforced concrete constructions. It also means that during constructions the joint can be left as it is or grouted with the same concrete strength to the columns and beam. The analysis is carried out using Multiframe 4D software.
format Thesis
qualification_level Master's degree
author Hashim, Md. Nasir
author_facet Hashim, Md. Nasir
author_sort Hashim, Md. Nasir
title Comparative stiffness analysis between conventional and IBS construction method
title_short Comparative stiffness analysis between conventional and IBS construction method
title_full Comparative stiffness analysis between conventional and IBS construction method
title_fullStr Comparative stiffness analysis between conventional and IBS construction method
title_full_unstemmed Comparative stiffness analysis between conventional and IBS construction method
title_sort comparative stiffness analysis between conventional and ibs construction method
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2006
url http://eprints.utm.my/id/eprint/4592/1/MdNasirHashimMFKA2006.pdf
_version_ 1747814537527033856