Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh

Recently reinforced concrete walls have gained greater acceptance from many countries in conjunction with the Industrialized Building System (IBS). Essentially, the system gives an advantage in reducing the dependency of foreign labour and a better investment in technologies, techniques and processe...

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Main Author:	Supinyeh, Ruzitah
Format:	Thesis
Language:	English
Published:	2009
Subjects:	Systems of building construction Industrialized building
Online Access:	https://ir.uitm.edu.my/id/eprint/5233/2/5233.PDF
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id	my-uitm-ir.5233
record_format	uketd_dc
spelling	my-uitm-ir.52332024-08-19T16:37:11Z Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh 2009 Supinyeh, Ruzitah Systems of building construction. Industrialized building Recently reinforced concrete walls have gained greater acceptance from many countries in conjunction with the Industrialized Building System (IBS). Essentially, the system gives an advantage in reducing the dependency of foreign labour and a better investment in technologies, techniques and processes of construction. Steel fabric reinforced concrete wall panel has been used in Malaysia in the past few years and can still be considered as a new construction method. This type of wall may require sequential analysis in making an effective product that gives advantages in all aspects and gives better performance. This research involved laboratory experimental work and model by using a finite element computer program as comparison of the results. Laboratory works tested eight wall samples with size of 1.0 m x 1.5 m and 0.75 m thick. (Length;Height:Width). The wall samples reinforced with double layer steel fabric size B7 with yield strength of 510 N/mra2 and concrete Grade 30. The wall panel tested under axial load with the eccentric t/6 or 12.5 mm of wall thickness. Variations of support condition include oft/6 with pinned or fixed imposed at the top and bottom of the wall panel. The analysis of the wall panel model yielded from the computer program PROKON of version 2.4 by using a 3-dimensional model of the wall panel. It was modeled as support condition pin on top and fixed at the bottom of the wall. 2009 Thesis https://ir.uitm.edu.my/id/eprint/5233/ https://ir.uitm.edu.my/id/eprint/5233/2/5233.PDF text en public masters Universiti Teknologi MARA Faculty of Civil Engineering
institution	Universiti Teknologi MARA
collection	UiTM Institutional Repository
language	English
topic	Systems of building construction Industrialized building
spellingShingle	Systems of building construction Industrialized building Supinyeh, Ruzitah Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
description	Recently reinforced concrete walls have gained greater acceptance from many countries in conjunction with the Industrialized Building System (IBS). Essentially, the system gives an advantage in reducing the dependency of foreign labour and a better investment in technologies, techniques and processes of construction. Steel fabric reinforced concrete wall panel has been used in Malaysia in the past few years and can still be considered as a new construction method. This type of wall may require sequential analysis in making an effective product that gives advantages in all aspects and gives better performance. This research involved laboratory experimental work and model by using a finite element computer program as comparison of the results. Laboratory works tested eight wall samples with size of 1.0 m x 1.5 m and 0.75 m thick. (Length;Height:Width). The wall samples reinforced with double layer steel fabric size B7 with yield strength of 510 N/mra2 and concrete Grade 30. The wall panel tested under axial load with the eccentric t/6 or 12.5 mm of wall thickness. Variations of support condition include oft/6 with pinned or fixed imposed at the top and bottom of the wall panel. The analysis of the wall panel model yielded from the computer program PROKON of version 2.4 by using a 3-dimensional model of the wall panel. It was modeled as support condition pin on top and fixed at the bottom of the wall.
format	Thesis
qualification_level	Master's degree
author	Supinyeh, Ruzitah
author_facet	Supinyeh, Ruzitah
author_sort	Supinyeh, Ruzitah
title	Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
title_short	Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
title_full	Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
title_fullStr	Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
title_full_unstemmed	Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh
title_sort	structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / ruzitah supinyeh
granting_institution	Universiti Teknologi MARA
granting_department	Faculty of Civil Engineering
publishDate	2009
url	https://ir.uitm.edu.my/id/eprint/5233/2/5233.PDF
_version_	1811768608585416704

Structural behaviour of steel fabric reinforced concrete wall panel under eccentric loading / Ruzitah Supinyeh

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