Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi

Connections between floor slab and shear walls constitute an essential link in the lateral load-resisting mechanism of slab-wall of reinforced concrete building. The ductility performance of wall-slab joint influences the pattern and distribution of lateral forces among the vertical elements of a st...

Full description

Bibliographic Details
Main Authors:	Masrom, Mohd Ashaari, Abdul Hamid, Nor Hayati, Fauzi, Mohd Azrizal
Format:	Article
Published:	Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA) 2012
Subjects:	Systems engineering Architectural engineering. Structural engineering of buildings
Online Access:	http://ir.uitm.edu.my/id/eprint/8858/

id	uitm-8858
recordtype	eprints
spelling	uitm-88582017-09-21T08:10:45Z http://ir.uitm.edu.my/id/eprint/8858/ Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi Masrom, Mohd Ashaari Abdul Hamid, Nor Hayati Fauzi, Mohd Azrizal Systems engineering Architectural engineering. Structural engineering of buildings Connections between floor slab and shear walls constitute an essential link in the lateral load-resisting mechanism of slab-wall of reinforced concrete building. The ductility performance of wall-slab joint influences the pattern and distribution of lateral forces among the vertical elements of a structure. This study presents the results of an experimental investigation on the ductility performance of wall-slab connection which is designed in accordance to BS 8110. The experiment work includes full-scale test of wall-slab connection under reversible lateral cyclic loading. This study focuses on ductility performance of wall-slab connection under reversible cyclic loading. The hysteresis loops was developed based on experiment data to determine the ductility of wall-slab joint under reversible cyclic loading. The theoretical background was formulated to validate the result of experiment. There was a good agreement between them. Therefore, the ductility of the joint was determined and designed accordingly. The results indicate that the wall-slab connection was governed by brittle failure modes in reinforced concrete. This is due to low ductility which resulted in the inability of the connection to absorb energy efficiently and therefore further undergoes inelastic deformation. In fact, the brittle failure modes did not allow the energy dissipation and lead to sudden failure without warning to the structures as experienced by the Reinforced Concrete (RC) buildings during earthquakes Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA) 2012 Article NonPeerReviewed Masrom, Mohd Ashaari and Abdul Hamid, Nor Hayati and Fauzi, Mohd Azrizal (2012) Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi. Esteem Academic Journal, 8 (1). pp. 15-27. ISSN 1675-7939
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
topic	Systems engineering Architectural engineering. Structural engineering of buildings
spellingShingle	Systems engineering Architectural engineering. Structural engineering of buildings Masrom, Mohd Ashaari Abdul Hamid, Nor Hayati Fauzi, Mohd Azrizal Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
description	Connections between floor slab and shear walls constitute an essential link in the lateral load-resisting mechanism of slab-wall of reinforced concrete building. The ductility performance of wall-slab joint influences the pattern and distribution of lateral forces among the vertical elements of a structure. This study presents the results of an experimental investigation on the ductility performance of wall-slab connection which is designed in accordance to BS 8110. The experiment work includes full-scale test of wall-slab connection under reversible lateral cyclic loading. This study focuses on ductility performance of wall-slab connection under reversible cyclic loading. The hysteresis loops was developed based on experiment data to determine the ductility of wall-slab joint under reversible cyclic loading. The theoretical background was formulated to validate the result of experiment. There was a good agreement between them. Therefore, the ductility of the joint was determined and designed accordingly. The results indicate that the wall-slab connection was governed by brittle failure modes in reinforced concrete. This is due to low ductility which resulted in the inability of the connection to absorb energy efficiently and therefore further undergoes inelastic deformation. In fact, the brittle failure modes did not allow the energy dissipation and lead to sudden failure without warning to the structures as experienced by the Reinforced Concrete (RC) buildings during earthquakes
format	Article
author	Masrom, Mohd Ashaari Abdul Hamid, Nor Hayati Fauzi, Mohd Azrizal
author_facet	Masrom, Mohd Ashaari Abdul Hamid, Nor Hayati Fauzi, Mohd Azrizal
author_sort	Masrom, Mohd Ashaari
title	Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
title_short	Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
title_full	Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
title_fullStr	Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
title_full_unstemmed	Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi
title_sort	ductility performance of wall-slab joint in industrialized building system (ibs) subjected to lateral reversible cyclic loading / mohd ashaari masrom, nor hayati abdul hamid and mohd azrizal fauzi
publisher	Universiti Teknologi MARA, Pulau Pinang & Pusat Penerbitan Universiti (UPENA)
publishDate	2012
url	http://ir.uitm.edu.my/id/eprint/8858/
first_indexed	2023-09-18T22:47:33Z
last_indexed	2023-09-18T22:47:33Z
_version_	1777417326004535296

Ductility performance of wall-slab joint in Industrialized Building System (IBS) subjected to lateral reversible cyclic loading / Mohd Ashaari Masrom, Nor Hayati Abdul Hamid and Mohd Azrizal Fauzi

Similar Items