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Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings

Industrialized building system (IBS) is a construction term of Products, elements, or building system. In addition to capacity and behaviour of post tension system by bolts for the column to beam connection under cyclic lateral loads. A six cycle of a push over tests was carry out on a scaled model...

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Main Author: Qader Mustafa, Hewa
Format: Thesis
Language:English
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/48583/1/HewaQaderMustafaMFKA2014.pdf
http://eprints.utm.my/id/eprint/48583/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86180?queryType=vitalDismax&query=Post+tensioning+effect+in+column+to+beams+by+bolts+of+Industrialized+Building+System+%28IBS%29+for+school+buildings&public=true
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spelling my.utm.485832017-08-01T04:10:02Z http://eprints.utm.my/id/eprint/48583/ Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings Qader Mustafa, Hewa TA Engineering (General). Civil engineering (General) Industrialized building system (IBS) is a construction term of Products, elements, or building system. In addition to capacity and behaviour of post tension system by bolts for the column to beam connection under cyclic lateral loads. A six cycle of a push over tests was carry out on a scaled model of 1:5 two-story one-bay specimen frame, four post-tensioned (PT) precast columns and two precast concrete beams components are fabricated. The main objectives of this study were to study the lateral strength of IBS assembled by using a post tensioned bars. It also examine the mechanism failure of the IBS post tension structures at various performance levels along the regime of lateral loads. The results of experimental work, at every cycle of loading are recorded the sway of IBS frame and found cracks or crushing of IBS components. The test was extended to the level of robustness of the system. During investigation, it was found that the maximum sway under cyclic lateral loading must align with the lateral stability and ductility. On the other hand the connection behavior indicated from the experimental give a merits to the post-tensioned IBS system under cyclic lateral loads. It capable to produce a more useful energy dissipation mechanism without the excess of residual displacements. 2014 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/48583/1/HewaQaderMustafaMFKA2014.pdf Qader Mustafa, Hewa (2014) Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering. http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86180?queryType=vitalDismax&query=Post+tensioning+effect+in+column+to+beams+by+bolts+of+Industrialized+Building+System+%28IBS%29+for+school+buildings&public=true
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Qader Mustafa, Hewa
Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
description Industrialized building system (IBS) is a construction term of Products, elements, or building system. In addition to capacity and behaviour of post tension system by bolts for the column to beam connection under cyclic lateral loads. A six cycle of a push over tests was carry out on a scaled model of 1:5 two-story one-bay specimen frame, four post-tensioned (PT) precast columns and two precast concrete beams components are fabricated. The main objectives of this study were to study the lateral strength of IBS assembled by using a post tensioned bars. It also examine the mechanism failure of the IBS post tension structures at various performance levels along the regime of lateral loads. The results of experimental work, at every cycle of loading are recorded the sway of IBS frame and found cracks or crushing of IBS components. The test was extended to the level of robustness of the system. During investigation, it was found that the maximum sway under cyclic lateral loading must align with the lateral stability and ductility. On the other hand the connection behavior indicated from the experimental give a merits to the post-tensioned IBS system under cyclic lateral loads. It capable to produce a more useful energy dissipation mechanism without the excess of residual displacements.
format Thesis
author Qader Mustafa, Hewa
author_facet Qader Mustafa, Hewa
author_sort Qader Mustafa, Hewa
title Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
title_short Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
title_full Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
title_fullStr Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
title_full_unstemmed Post tensioning effect in column to beams by bolts of Industrialized Building System (IBS) for school buildings
title_sort post tensioning effect in column to beams by bolts of industrialized building system (ibs) for school buildings
publishDate 2014
url http://eprints.utm.my/id/eprint/48583/1/HewaQaderMustafaMFKA2014.pdf
http://eprints.utm.my/id/eprint/48583/
http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:86180?queryType=vitalDismax&query=Post+tensioning+effect+in+column+to+beams+by+bolts+of+Industrialized+Building+System+%28IBS%29+for+school+buildings&public=true
_version_ 1643652604469706752
score 13.211869

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