Column design with semi-rigid end frame

The strength and the stability of the steel frames is mostly influenced by the connection strength and stiffness. Usually in conventional analysis, the convenient and easy way to design the connection is by using pin or rigid connection. But, in actual the connection is behaved most likely between t...

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Main Author:	Wan Jusoh, Wan Hidayatul Hak
Format:	Thesis
Language:	English
Published:	2010
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/11235/6/WanHidayatulHakMFKA2010.pdf
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id	my-utm-ep.11235
record_format	uketd_dc
spelling	my-utm-ep.112352017-09-26T04:50:10Z Column design with semi-rigid end frame 2010-04 Wan Jusoh, Wan Hidayatul Hak TA Engineering (General). Civil engineering (General) The strength and the stability of the steel frames is mostly influenced by the connection strength and stiffness. Usually in conventional analysis, the convenient and easy way to design the connection is by using pin or rigid connection. But, in actual the connection is behaved most likely between these two (2) connections. The connection called semi-rigid which possessed a certain degree of rotational restraint. Years ago, numerous studies have been conducted to investigate the behavior of column and developed the design method on semi-rigid connection for braced and unbraced frames. However, semi-rigid connection has not been adopted very enthusiastically by the structural designer due to the lack of confidence about it behavior. They are convenient in using the conventional design method based on BS 5950 [1], Eurocode [2, 3] or AISC. Recently there was a study which proposed the easy way to design column which neglect moment transfer to column known as simplified apin approach [4, 5]. This study is conducted to look into the column at ultimate limit state with the aid of computer software name LUSAS Analyst and to look the reliability of simplified apin approach as a straightforward method compared to conventional design. From the result of this study, it found that the column strength is affected by the stiffness of the connection and the simplified apin approach also reliable to use in design the column without transferring the moment. The value of apin always give more than unity which mean it is reliable. 2010-04 Thesis http://eprints.utm.my/id/eprint/11235/ http://eprints.utm.my/id/eprint/11235/6/WanHidayatulHakMFKA2010.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) Wan Jusoh, Wan Hidayatul Hak Column design with semi-rigid end frame
description	The strength and the stability of the steel frames is mostly influenced by the connection strength and stiffness. Usually in conventional analysis, the convenient and easy way to design the connection is by using pin or rigid connection. But, in actual the connection is behaved most likely between these two (2) connections. The connection called semi-rigid which possessed a certain degree of rotational restraint. Years ago, numerous studies have been conducted to investigate the behavior of column and developed the design method on semi-rigid connection for braced and unbraced frames. However, semi-rigid connection has not been adopted very enthusiastically by the structural designer due to the lack of confidence about it behavior. They are convenient in using the conventional design method based on BS 5950 [1], Eurocode [2, 3] or AISC. Recently there was a study which proposed the easy way to design column which neglect moment transfer to column known as simplified apin approach [4, 5]. This study is conducted to look into the column at ultimate limit state with the aid of computer software name LUSAS Analyst and to look the reliability of simplified apin approach as a straightforward method compared to conventional design. From the result of this study, it found that the column strength is affected by the stiffness of the connection and the simplified apin approach also reliable to use in design the column without transferring the moment. The value of apin always give more than unity which mean it is reliable.
format	Thesis
qualification_level	Master's degree
author	Wan Jusoh, Wan Hidayatul Hak
author_facet	Wan Jusoh, Wan Hidayatul Hak
author_sort	Wan Jusoh, Wan Hidayatul Hak
title	Column design with semi-rigid end frame
title_short	Column design with semi-rigid end frame
title_full	Column design with semi-rigid end frame
title_fullStr	Column design with semi-rigid end frame
title_full_unstemmed	Column design with semi-rigid end frame
title_sort	column design with semi-rigid end frame
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2010
url	http://eprints.utm.my/id/eprint/11235/6/WanHidayatulHakMFKA2010.pdf
_version_	1747814830096515072

Column design with semi-rigid end frame

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